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Police Headquarters Alterations
PROJECT MA NUA L Including Specifications for Alterations to the TOWN OF SOUTHOLD POLICE HEADQUARTERS Prepared by GA RRETT A . STPA NG A rchitect 54655 Main Road, P.O. Box 1412 Southold, New York 11971 (516) 765-5455 Architect's Job Number 89:11 Date of Issue October 16, 1989 COVER PAGE 00001-1 00002 PROJECT DIRECTORY Owner: Town of Southold Town Hall Main Road Southold, New York 11971 Francis Murphy, Supervisor Architect: Garrett A. Strang, R.A. 54655 Main Road P.O. Box 1412 Southold, New York 11971 5i6-765-5455 END OF PROJECT DIRECTORY PROJECT DIRECTORY 87:18 00002-1 TABLE OF CONTENTS INTRODUCTORY PAGES 00001 Cover Page 00002 Project Directory 00005 Table of Contents 00020 Invitation to Bid 00100 Instructions to Bidders 00310 Bid Form 00320 Statement of Non -Collusion 00330 Affirmative Action Certification 00340 Offer of Surety/Bid Bond 00440 Substitution Listing 00500 Form of Agreement 00600 Construction Bond Forms 00700 General Conditions 00800 Supplementary Conditions 00830 Equal Employment Opportunity Program DIVISION 1 - GENERAL REQUIREMENTS: 01015 Contractors Use of the Premises 01045 Cutting and Patching 01100 Alternatives 01152 Applications for Payment 01153 Change Order Procedure 01200 Project Meetings 01310 Construction Schedules 01340 Submittals and Substitutions 01370 Schedule of Values 01500 Temporary Facilities and Controls 01640 Product Handling 01700 Contract Closeout 01710 Cleaning 01720 Project Record Documents DIVISION 2 - SITE WORK: 02070 Selected Demolition 02220 Excavating, Backfilling and Compacting DIVISION 3 - CONCRETE: 03300 Cast in Place Concrete TABLE OF CONTENTS 00005-1 87: 18 END OF SECTION TABLE OF CONTENTS 00005-2 87:18 I TABLE OF CONTENTS - II DIVISION 4 - MASONRY 04220 Concrete Unit Masonry DIVISION 5 - METALS: 05500 Metal Fabrications DIVISION 6 - WOODS AND PLASTICS: 06010 Lumber 06100 Rough Carpentry 06200 Finish Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION: 07210 Building Insulation 07240 Exterior Insulation and Finish System 07920 Sealants and Calking DIVISION 8 - DOORS AND WINDOWS: 08410 Aluminum Entrances and Storefronts 08530 Aluminum Clad Wood Windows 08540 Vinyl Clad Wood Windows DIVISION 9 - FINISHES: 09110 Metal Stud System 09260 Gypsum Wallboard System 09900 Painting END OF SECTION TABLE OF CONTENTS 00005-2 87:18 I U 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept bids for construction of Alterations to Southold Town Police Headquarters according to the Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. - Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989 Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk Southold Town Main Road Southold, New York Bona fide and licensed bidders may secure copies of the pro- posed Contract Documents from the office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. INVITATION TO BID 87:18 00020-1 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid socurity in the amount of 10% of the Base Bid will be required to accompany the bids. The Owner reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. END OF INVITATION TO BID INVITATION TO BID 87:18 00020-2 1. THE WORK 2. 3. 87:18 00100 INSTRUCTIONS TO BIDDERS Alterations to Southold Town Police Headquarters SECURING DOCUMENTS Copies of the proposed Contract Documents may be obtained from: Office of the Town Clerk Southold Town Main Road South ld, Ne yv York 1 1 N upon the conditions set orth in the invitation to bid. BID FORM In order to receive consideration, make bids in strict ac- cordance with the following. A. Make bids upon the forms provided therefore, properly signed and with all items filled out. Do not change the wording of the bid form, and do not add words to the bid form. Unauthorized conditions, limitations, or provisions attached to the bid will be cause for rejection of the bid. If alterations by erasure or interlineation are made for any reason, explain over such erasure or interlineation with a signed state- ment from the bidder. B. No telegraphic bid or telegraphic modification of a bid will be considered. No bids received after the time fixed for receiving them will be considered. Late bids will be returned to the bidder unopened. C. Address bids to the Owner, and deliver to the address given in the invitation to bid on or before the day .and hour set for opening the bids. Enclose each bid in a sealed envelope bearing the title of the Work, the name of the bidder, and the date and hour of the bid opening. Submit only the original signed copy of the bid. It is the sole responsibility of the bidder to see that his bid is received on time. INSTRUCTIONS TO BIDDERS 00100-1 4. BONDS A. Bid security in the amount stated in the invitation to bid must accompany each bid. The successful bidder's security will be retained until he has signed the Con- tract and has furnished the required Certificates of Insurance. B. The Owner reserves the right to retain the security of all bidders until the successful.bidder enters into the Contract or until 30 days after bid opening, whichever is sooner. Other bid security will be returned as soon as practicable. If any bidder refuses to enter into a Contract, the Owner may retain his bid security as liquidated damages but not as a penalty. C. Prior to signing the Contract, the Owner may require the successful bidder to secure and post a Labor and Materials Payment Bond and a Performance Bond, each in the amount of 100% of the Contract Sum, and each on the form provided therefore in the Project Manual. Such bonds shall be issued by Surety acceptable to the Owner. Costs of such bonds will be added to the agreed Contract Sum. 5. EXAMINATION OF DOCUMENTS AND SITE OF WORK Before submitting a bid, each bidder shall examine the Draw- w ings carefully, shall read the Specifications and all other proposed Contract Documents, and shall visit the site of the Work. Each bidder shall fully inform himself prior to bid- ding as to existing conditions and limitations under which the Work is to be performed, and shall include in his bid a sum to cover the cost of items necessary to perform the Work as set forth in the proposed Contract Documents. No allowance will be made to a bidder because of lack of such examination or knowledge. The submission of a bid will be considered as conclusive evidence that the bidder has made such examination. 6. PROOF OF COMPETENCY OF BIDDER A bidder may be required to furnish evidence satisfactory to the Owner that he and his proposed subcontractors have sufficient means and experience in the types of work called for to assure completion of the Contract in a satisfactory manner. 7. WITHDRAWAL OF BIDS A. A bidder may withdraw his bid, either personally or by written request, at any time prior to the scheduled time for opening bids. INSTRUCTIONS TO BIDDERS 87;18 00100-2 B. No bidder may withdraw his bid for a period of thirty calendar days after the date set for opening thereof, and bids shall be subject to acceptance by the Owner during this period. 8. AWARD OR REJECTION OF BIDS The Contract, if awarded, will be awarded to the responsi- ble bidder who has proposed the lowest Contract Sum, sub- ject to the Owner's right to reject any or all bids and to waive informality and irregularity in the bids and in the bidding. 9. EXECUTION OF AGREEMENT A. The form of Agreement which the successful bidder will be required to execute is included in the Project Man- ual. B. The bidder to whom the Contract is awarded shall, with- in fifteen calendar days after notice of award and re- ceipt of Agreement forms from the Owner, sign and de- liver required copies to the Owner. C. At or prior to delivery of the signed Agreement, the bidder to whom the Contract is awarded shall deliver to the Owner those Certificates of Insurance required by the Contract Documents and such Labor and Materials Payment Bonds and Performance Bond as are required by the Owner. D. Bonds and Certificates of Insurance shall be approved by the Owner before the successful bidder may proceed with the Work. Failure or refusal to provide Bonds or Certificates of Insurance in a form satisfactory to the Owner shall subject the successful bidder to loss of time from the allowable construction period equal to the time of delay in furnishing the required mate- rial. 10. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR -TO BIDDING A. If any person contemplating submitting a bid for con- struction of the Work is in doubt as to the true mean- ing of any part of the proposed Contract Documents, or finds discrepancies in or omissions from any part of the proposed Contract Documents, he may submit to the Architect a written request for interpretation thereof not later than seven days before bids will be opened. The person submitting the request shall be responsible for its prompt delivery. INSTRUCTIONS TO BIDDERS 87:18 00100-3 B. Interpretation or correction of proposed Contract Doc- uments will be made o{jj.y by Addendum and will be mailed or delivered to each general contract bidder of record. The Owner will not be res punsible for any other expla- nations or interpretations of the proposed Contract Documents. 11. CONSTRUCTION TIME AND LIQUIDATED DAMAGES 11. The Agreement will include a stipulation that the Work be completed in a period of SIXTY (60) CALENDAR DAYS following receipt of the Owner's Notice to Proceed. END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 87:18 00100-4 00310 BID FORM TO: TOWN OF SOUTHOLD hereinafter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: Alterations to Southold Town Police Headquarters and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the Work as required by said proposed Contract Documents, for that portion of the Work identified as "Base Bid," for the stipulated sum of DOLLARS ($ ) 2. Should the Owner decide to proceed with the portion of the Work identified as " Alt. 41, subtract from the Rase Rirl amount stated above the sum of DOLLARS ($ ) 3. Should the Owner decide -to proceed with the portion of the Work identified as " Alt. 42, subtract from the Vase p -i,? amount stated above the sum of DOLLARS ($ ) 4. Should the Owner decide to proceed with the portion of the Work identified as " Alt. 43, subtract from the Base Bid amount stated above the sum of DOLLARS ($ ) 5. Jliuulu tiic Owncr decide tv proceeu with the portion of the Work identified as "Alt. #4, subtract from the Base Bid amount stated the above sum of DOLLARS 6. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 87:18 BID FORM 00310-1 7. The undersigned acknowledges receipt of Addenda numbers: 8. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL ' by Address License number License type Type of business entity: (corporation, co -partnership, individual, etc.) Individual members of the firm: President of corporation Secretary of corporation Corporation is organized under laws of the State of Bid dated this day of END OF BID FORM BID FORM 87:18 00310-2 Iwo] 00320 STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public deportment, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission 'of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mager relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 87 .18 00320-1 .0 A RESOLU'T'ION Resolved that be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project (Describe Project) and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. , The foregoing is a true and correct copy of the resolution adopted by corporation at a meeting of the Board of Directors held on the day of , 19 (SEAL OF THE CORPORATION) Secretary Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 87:18 00320-2 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION (Signature of Authorized Representative of Bidder) 8718 00330-1 (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under the contract and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: ; and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction ( work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 8718 00330-1 00340 OFFER OF SURETY (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: SURETY COMPANY Signed (Bidder) CERTIFICATE OF SURETY to be signed -by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal is accepted and the contract for the work is awarded to said (Bidder's Name) the (Surety Company) will execute the Surety Bonds as hereinbefore provided. Signed: Date: Authorized Official, Agent, or Attorney IMPORTANT: THIS PAGE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 87:18 00340-1 e 00440 SUBSTITUTION LISTING TO• TOWN BOARD TOWN OF SOUTHOLD hereinafter called "Owner" 1. Pursuant to bidding requirements for the Work titled: Alteration to Southold Town Police Headquarters. The Contract Sum proposed by the undersigned on the bid form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the Contract Documents. However, the undersigned proposes the following substitutions for the Owner's consideration. Should the Owner accept any or all of the proposed substitutions, the bidder's proposed Contract Sum will be reduced by the amount shown. 2. Specified Drawing Proposed product number reduction or or Spec Proposed in Contract material: Section: substitution: Sum: PROVIDE SIGNATURE BIDDER: IDENTICAL TO THAT SHOWN ON THE BID FORM by 87:18 END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 00440-1 T 1 H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION W1711 AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR JLIODIFICATION. The 1987 Edition of AIA Document A201, General Condilions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions furless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Nineteen Hundred and BETWEEN the Owner: (.Tome (ind address) and the Contractor: (;'amu• and rtd(lress) The Project is: (A'ante artd too.alion) The Architect is: (,\'ante aid address) day of The Owner and Contractor agree as set forth below. in the year of Cop right 1915, 19I8, 1925, Ivi', 1951, 1958, 1901, 1903, 1907, 1971, 1977, ©198' by The An)cric:u) Instiuttc of Archi- tects, 1-35 New York A1TI1uC, NAV, Washington, U.C. 20000. Rcproductit)n of 0112 material herein or subst:1116A quotation (A its provisions A ithout saritmi permission of the .AIA violates the copyright laws of the I'nitcd SIMCS :11)1 kill he subject to Icgal prosecution. AIA DOCUMENT A101 • OWNFR CONI 'RA(AOR AGRI'.FMENT • 'I A FI.FTII HATION • AIA-'' 1981 1lll..4hIPKICAN INti"rl'I'l"fF.OF AH(.III7tiCPti, I735 NI?W YOKE V('Atil{ING'CON, U.C. 2011116 A101-1987 1 ORTIM F 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract DOCl1I11CnIN to he the responsibility of others, or as follows: ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 'I'he date of conunencenteni is the (late front which the Contract 'Time of Paragraph 2 is measured, and shall he the date of this Agrcenicni, as first written above, unless a different (late is stated below or provision is matte for the date to be fixed in a notice to prucced issued by the ( )wner. (/?/,I'll the drrle r,l rurranewen vitt. rl it di/ler'S fencer the date e,/ this ; agn-o lend err, i/ applirrlble, Stale Ibat Ihr dyne trill be fixed is a noll( i• to ln",u ived I I'IIIC.NN the date of conutx•ncenu•nt is estahlished by a notice to proceed issued by the Owner, the Contractor shall notify the 0\vncr in writing not less than five days heforc commencing the Work to permit the timely filing of mortgages, mec'hanic's liens and other sc•curity interests. 3.2 'I he Contactor shall achicvc Substantial Completion of the entire Work not later than I hr,erl the , ule11rlrrr dole rn" rarrnber "j, (Ilelldm* dal, rr/ler Ibe cycle nl rrnunn•nt7•ruenl. Al— IIISerl un 1 r i•rlrrirentenh l(,r eradier Snbsianlial Crnnplelum n/ err 1,1111 /a,rN,aI, n/ the it I )A-, r/ 11,d ,hoed el"uarhere in the (.i.rrlrarl IJ+(anlenls.) 60 calendar day's after the date of commencement, Nuhjcct to acljuNuucnts of" this Conu"aci Time as provided in the Contract Docunicnis. I hrr,rrIp, i,r v,n,a �. rl ,illi'. /m N,Ill /dale,/ d, rnrag", rrla Ing lu Leila w/—u,nrplele urr Nnre I AIA DOCUMENT A101 • uu'NI K (:ON rRAC "I OR At,V1:L n{N'I • I'U'II PTI I I*DVI IUN • .,,,IA"• v I IVH, I IJP �u.tut:AN INN"rrrl TE OF ARI •v1 111 ECTS. I-�; �1 1 ORK A\ FNI �C N,\X . A.tilu.r N(� ION, n. _'0006 A V. 101-1987 2 I, ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Dollars (S ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identilication of accepted alternates. /J decisions on other alternates are to be made by the (lu,ner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date until which that amount is valid.) 4.3 Unit prices, if any, are as follows: AIA DOCUMENT A101 • UW'NF:R CON'FRACI'UR AGRFEMI,'NT • I WE1.FTII EDITION • AIAe • (1) 1987 1 lll'. AMERICAN INsl Hi ITE OF ARCI IITECTS, 1735 NEW YORK AVENUE, N.W., W ASI IING'1 ON, U.C. 20000 A101-1987 3 ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architcct, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and clse•tihere in the Contract f)OCllllletlts. 5.2 "I'he period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Provided an Application for Payment is received by the Architect not later than the Last day of a month, the Owner shall make payment to the Contractor not later than the Fifteenth (15th) day of the ensuing month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than Fourteen ( 1 4 ) clays after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be batted upon the Schedule of Values submitted by the Contractor in :accordance with the Contract I)OCllnlClItS. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. ]'his Schedule, unless ohjcctcd to by the Architect, shall he used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as oft lie end oft lie period covcwd by the Application for Payment. 5.6 Subject Io the provisions of the Contract IN)C111aleIllJ, the amount of each progress payment shall he computCd as filllows: 5.6.1 'rake that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of Ten percent ( 10 %). Pending finial de•tcrmin:ation of cost to the Owner of changes in the Work, amounts not in dispute may he int luded as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not qct bel•II adjusted by Change 0rdCI.1 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivcrecl and suitahly stored at the site for suhscqucnt incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of Ten percent ( 10 'Y,)); 5.6.3 Subtract the aggregate of previous payments made by the Ov\ncr; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified :I Certificate for Payment as provided in Par& graph 9 5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.0 shall be further modified under the folloV1Illg cIrcunlstanCCS: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to Ninetypercent( 90 '%r) of the Contract Sum, less such amounts as the Architect shall deterine for incomplete Work and unsettled claims; and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional anuxuus payable in accordance with Subparagraph 9.10 .3 of the General Conditions. 5.8 Ilcduction or limitation of retainage, if any, shall be as fi)Ilo\vs: 1// 11 a nNruded. pmr I Suh,luuliul ( "1111Actino r,/ the "Aline tlmk, to redurr or ImIll lbe rrlunrrngr lesultmg p"m Ihrpo(ollag"s ileo -ted iu Suhprorr ,4rrnph. i 0 l rand i 0 ' Maur. neon this h uW e.t/du Aced rl+vu here iu !hr ('urarnrl l)urlemoll". Innen herr /carr i.,ruus /n!'surh rer/ur lura ur Imilf(ill"11) None AIA DOCUMENT A101 • (M NI`K (:ON I RAC OR AGl FFNII•:NT • 1\\ 111:111 1 D1 flop\ •AIM • 1 198 - IM A.\II1W AN IN d rel -IF 1 rP AK(AII l l`(.'IS, 1'55 NIA1'Ulth A\ EMT, N\\ .. \\A,uINGR)N, a c. 201106 A101-1987 4 a ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Paynu'ntS due and unpaid under the Contract shall hear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (/inert rate o/ irNr•rest u,nrrrrl upon, t/ aul'.) (l 'sur, It acs turd rryuirrrnrufs ttrrdr'r tile' Fetlertrl froth ire' Lertdiul; At/, simtlar slet it, and local t tmstimer cre'dit lours will other re);ttlit lions it Ura t ht it( s it it, Ciottracfor s principal places o/ husine'ss. the Io( alion of the Project and elsrtrhere nia}' aJJi•'t the ralidil p u/ this prortsion. Lcgal title -it v shoidd he ohtatrre'd mlh rrsprrt to th-10torts or rnotG/i(rttions. and also rt-garding reyttirenuwls such as n'riaert disdosure's or trainers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 'I'he Contract may be terminates/ by the Owner or the Contractor as provided in Article la of the (;moral Conditions. 8.2 The \\'ork urn' he suspended by the ONvncr as provided in Article 14 of the General Conditions. AIA DOCUMENT A101 • (M NI[R CONTRACTOR AGREF.MEN'I• 'I V F:I.FI'II I--DITION • AIA" • (0198' 1111, A)II(IM AN INS rVIA TE OF ARCI III e'EC TS, FAS NE\C' YORK AVENI'F. N.\V , WASHINGTON, DA: 2001X, A101-1987 5 ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The contract I)ocumcnts, except for Modifications issuccl after execution of this Agreement, arc enumerated as follows: 9. 1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 19137 Edition. 9.1.2 "flit• (Icncral Conditions arc the General Conditions of the Contract for Construction, AIA Document A201, 19137 Edition. 9.1.3 The Supplcntentarq :md other conditions of the Contract arc those contained in the Project Manual elated October 16, 1 9 8 9 and are .Is follows: Document Title Pages Project Manual Supplementary Conditions 00800-1 thru..00800-5 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: f/ I//,,., /hf IAr' lrr•IY ur Ir/r! lu rlll r.YhlhN NlIu,AI'rl lu 1/11, .i,q)�•rnu•,l! ) Section Title Pages Attached Specification Sections: Division 1 General Requirements Division 2 Site Work Division 3 Concrete Division 4 Masonry Division 5 Metals Division 6 Woods and Plastics Division 7 Thermal and Moisture Protection Division 8 Doors and Windows Division 9 Finishes AIA DOCUMENT A101 - ONX NH? CI )N I'ItACTult AGHITINI M -I V EITI'II FIAHON - AIA" - "198- I I II .\\ll.kil_AN INS-[ III' -I F ()I Alflalrl taa 1, I -i" NM YUKK A\ t:NI 1% N.\V . aA.,uINGMN. D.C. 0OIX, A101-1987 6 1] 9.1.5 The Drawings are as follows, and are dated October 16 , 1989 unless a different date is shown below: (P''itber list /he Drawings here or rcyer to un exbibit uttacbed to this Agreement.) Number Title Date Attached Drawings: A-1 First Floor Plan A-2 Elevations A-; Elevations,Sections,Details,Schedules 9.1.6 The Addenda, if any, are as follows: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding; requirements are also enutneratecl in this Article 9. AIA DOCUMENT A101 - OWNER CONTRACTOR AGREEMENI- TWELFTII EDITION - AIA - (c) 1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW'., WASI IINGTON, D.C. 20(0, A101-1987 7 9.1.7 Othcr documents, if any, forming part of the Contract Documents are as follows: (/l.t herr any addthortat do( unn lits n4tich are intended to /orni part o/ the Centrad Dot uments. %'he General Condiliern prof the that bidding rer/tnrentents su(b as udrerttsrnerr+t or tut nation to bid. Ucch'trdions to Bidders, sample forms and the Contractor's hid are nut part of the Contract Documents unless entinteruled ht this Agivrment. 7'hc), Should he fisted herr will, tj Amended to he part of the Contras( lhx'umentc.) This Agicctncnt is cntcrcel into as of the clay and ycar first written ahor'e and is executed it) :u least three original topics of 11 hich enc is to he delivered to the Contractor, one to the Architect fol' use in the adn)inistration of the Contract, and the rcn)aindcr to the' ( )lvncr. (AVNNN CON'T'RA(: t )R (Signal erre) //'lilted mercer and till(,) (h'rinl'cl milli' and lith') AIA DOCUMENT A101 • ( )\ NER (A )N'l RAC OR AGRI-@Att:Nl• 'I'u'1.L 111 FDVI'ION • AIA" • , 1198' 1111. AMI:HICAN INS'I I'I'1' I F OF AKCH11 FC rs, 1'15 NFIX YOKE AVENI'T, NA\ , WAs111NGI ( )N, U ( IUU(t(r A101-1987 8 THE AMERICAN INSTITUTE OF ARCHITECTS El AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this day of 19 (Principal) (Seal) (Witness) (Title) (Surety) (Seal) (Witness) (Title) AIA DOCUMENT A310 • BID BOND • AIA A • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Contractor, and, (Here insert full name and address or legal title of Contractor) (Here insert full name and address or legal title of Surely) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of Dollars ($ M for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated (Here insert lull name, address and description of project) 19 in accordance with Drawings and Specifications prepared by , entered into a contract with Owner for (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • I'[RIUR.MANCI BOND AND LABOR AND MATIRIAL PAYMENT BOND • AIA ® q IfBRUARY 19'0 ED. • Tlff AMfRI( \N INSTITUI[ Of ARCHITECTS, 1715 N 1', AVI., N.W., WASHINGTON, D. C. 20006 1 PERFORMANCE BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of Signed and sealed this (1Nitnv%%) day of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. 19 Prim ipah 1"Vah Iitle) 1>umt)) Urall 1 ith.) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA 0 I FBRUARY 1970 LD. • IH[ AMEKICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 2 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Labor and Material Payment Bond THIS BOND ISISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Principal, and, (Here insert full name and address or legal tale of Contractor) (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow clefined, in the amount of (Here insert a sum equal to at least one-half of the contract price) Dollars ($ for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 19 entered into a contract with Owner for (Here insert full name, address and description of project) in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal tale of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 - I'ERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND - A!A OO FEBRUARY 1970 ED. - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 LABOR AND MATERIAL PAYMENT BOND NOW, THFRr1ORF. THF CONDITION (A THIS 0BI1GAT10N is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the slit to final judgment for such sum or Burns as may he justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: J) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or lahor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this (Wltfw+s) (Wilm-SO day of accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall he served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than .n a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. 19 (Principal) (Seal) (Title) (Surety) (Seal) (Title) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA ® A IEBRUARY 1970 EI). • THE AMERICAN INSTITUTE OF ARCHITECTS, 171S N.Y. AVE., N.W., WASHINGTON, D. C. 20006 `f 00700 GENERAL CONDITIONS The Owner has indicated an intention to use AIA Document A201 "General Conditions of the Contract for Construction", 14th edition, issued 1987 as part of the Contract Documents for this Work. A copy of the referenced AIA Document is on file at the offices of the Owner and the Architect. All persons intending to provide qoods or services in connection with the Work are advised to read and understand the referenced AIA Document prior to proceeding. The Contractor by submitting his bid acknowledges he has read and is in agree- ment with all terms of the above refe- renced document. GENERAL CONDITIONS 87:18 00700-1 SUPPLEMENTARY CONDITIONS 1. The "General Conditions" of the Contract for Construction, AIA Document A201, 14th edition, March 1987 Articles I through 14 inclusive, is part of this Contract. 2. The following supplements modify, delete from, and/or add to General Conditions. A. All Articles, or portions thereof, which are not speci- fically modified, deleted, or superseded hereby, remain in full effect. B. The General Conditions also may be supplemented else- where in the Contract Documents by provisions located in, but not necessarily limited, to, Division 1 of the Specifications. 3. After subparagraph 1.1.7, add: 1.1.8 MISCELLANEOUS DEFINITIONS .1 The term "product" includes materials, systems, and equipment. .2 The term "provide" includes furnishing and instal- ling a product, complete in place, tested and ap- proved. .3 The term "building code" and the term "code" refer to regulations of governmental agencies having jurisdiction. .4 The terms "approved", "required", and "as directed" refer to and indicate the work or materials that may be approved, required, or directed by the Architect acting as the agent of the Owner. .5 The term "similar" means in its general sense and not necessarily identical. .6 The terms "shown", "indicated", "detailed", "noted", "scheduled", and terms of similar import, refer to requirements contained in the Contract Documents. SUPPLEMENTARY CONDITIONS 00800-1 87:18 4. Subparagraph 2.2.5: Delete in its entirety and insert the following in lieu thereof: The Contractor will be furnished free of charge 5 copies of Drawings and Project Manuals. Additional sets will be furnished at the cost of reproduction, postage and handling. 5. After subparagraph 3.4.2, add: 3.4.3 Not later than 30 days from the Contract Date, the Contractor shall provide a list showing the name of the manufacturer proposed to be used for each of the products identified in the General Requirements of the Specifications and, where applicable, the name of the installing subcontractor. 3.4.4. The Architect will promptly reply in writing to the Contractor stating whether the Owner or the Archi- tect, after due investigation, has reasonable objection to any such proposal. If adequate data on any proposed manufacturer or installer is not available, the Archi- tect may state that action will be deferred until the Contractor provides further data. Failure of the Owner or the Architect to reply promptly shall constitute no- tice of no reasonable objection. Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all pro- ducts furnished by the listed manufacturer must conform to such requirements. 6. Paragraph 3.6: Delete in its entirety and insert the fol- lowing in lieu thereof: The Owner, being exempt from sales tax, such tax will not be charged to the Owner by the Contractor. 7. At the end of Subparagraph 3.7.1, add: The Owner shall be responsible for securing and paying for the building permit. SUPPLEMENTARY CONDITIONS 00800-2 87:18 8. After subparagraph 8.3.3, add: 8.3.4 In planning his construction schedule within the agreed Contract Time, it shall be assumed that the Contractor has anticipated the amount of adverse weather conditions nor- mal to the site of the Work for the season or seasons of the year involved. Only those weather delays attributable to other than normal weather conditions will be considered by the Architect. 8.3.5 When the Contract Time has been extended, as pro- vided under this Paragraph 8.3, such extension of .time shall not be considered as justifying extra compensation to the Contractor for Administrative costs or other such reasons. 9. At the end of subparagraph 9.3.1, add: The form of application for payment shall be AIA Document G702, "Application and Certificate for Payment", supported by continuation sheet or sheets approved by the Architect. 10. Add the following Clauses 9.3.1.3 to 9.3.1: 9.3.1.3 Until Substantial Completion, the Owner will pay 90% of the amount due to the Contractor on account of progress payments. 11. Add the following clauses 11.1.1.8, 11.1.1.9 to 11.1.1: 11.1.1.8 Liability Insurance shall include all major divi- sions of coverage and be on a comprehensive basis including: 1. Premises Operations (including X -C -U as applicable) 2. Independent Contractors' Protective 3. Owned, non -owned and hired motor vehicles 4. Broad Form Property Damage including Completed Op- erations. 11.1.1.9 All Contractors' insurance policies shall name the Architect and the Owner as additional insureds. 1'2. Add the following Clause 11.1.2.1 to 11.1.2: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall 1 written for not less than the following, or greater if require( law: 1. Workers' Compensation: (a) State Statutory (b) Applicable Federal (e.g. Longshoremen's): Statutory (c) Employer's Liability: $1,000,000 SUPPLEMENTARY CONDITIONS 87:18 00800-3 1 t I 2. Comprehensive General Liability (including Premises/Operations; independent Contractors' Protective; Products and Completed Operations; Broad Form Property Damage): (a) Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate (b) Property Damage: $500,000 Each Occurrence $500,000 Annual Aggregate (c) Products and Complete Operations to be maintained for one year after final payment. 3. Contractual Liability: (a) Bodily Injury: $1,000,000 $1,000,000 Each Occurrence Annual Aggregate (b) Property Damage: $500,000 Each Occurrence $500,000 Annual Aggregate 4. Personal Injury, with Employment Exclusion deleted: $500,000 Annual Aggregate 5. Comprehensive Automobile Liability: (a) Bodily Injury: $1,000,000 Each Person $1,000,000 Each Occurrence (b) Property Damage: $500,000 Each Occurrence NOTE: The State of New York has a no-fault automobile insurance re- quirement. The Contractor shall be certain coverage is provided which conforms to any specific stipulation in the law. 6. Umbrella Excess Liability: $1,000,000 over Primary Insurance $NONE - retention for self-insured hazards each occurrence SUPPLEMENTARY CONDITIONS 87:18 00800-4 13. After subparagraph 11.1.3, add: 11.1.4 The Contractor shall furnish one copy each of Cer- tificates of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by Subparagraphs 11.1.1, 11.1.2 and 11.1.3. The form of the Certificate shall be Acord 25-2/85. The Contractor shall furnish to the Owner copies of any endorse- ments that are subsequently issued amending coverage or limits. END OF SUPPLEMENTARY CONDITIONS SUPPLEMENTARY CONDITIONS 00800-5 87:18 EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 1. During performance of the Work of the Contract, the Con- tractor will be required to follow an equal employment op- portunity program complying with provisions of Executive Order No. 11246 of September 24, 1965, and the rules, reg- ulations, and relevant orders of the Secretary of Labor. 2. Approval of the bidder's proposed equal employment oppor- tunity program by the Owner and by the governmental agen- cies having jurisdiction will be a prerequisite to award of the Contract. 3. To be acceptable, the proposed equal employment opportuni- ty program must contain the following stipulations, except as otherwise approved in advance. A. There shall be no discrimination against any employee or applicant for employment because of race, creed, color, sex, age, religion, handicap, or national ori- gin. Affirmative action will be taken to ensure that applicants are employed, and that employees are treat- ed during employment, without regard to thEir race, creed, color, sex, age, religion, handicap, or nation- al origin. Such action shall include, but not be lim- ited to, the following: (1) Employment, upgrading, demotion, or transfer; (2) Recruitment or recruitment advertising; (3) Layoffs or terminations; (4) Rates of pay or other forms of compensation; and (5) Selection for training, including apprenticeship. Notices shall be posted in conspicuous places, avail- able to employees and applicants for employment, set- ting forth the r:;rovisioaof this nondiscriminationclause. B. All solicitations or advertisement for employees shall state that all qualified applicants will receive con- sideration for employment without regard i:o race, creed, color, sex, age, religion, handicap, or nation- al origin. C. Contractors shall send to each labor union or repre- sentative of workers with which they have a collective bargaining agreement or other contract of understand- ing, a notice to be provided advising the labor union or workers' representative of the contractor's commit- ments under Section 202 of Executive Order No. 11246 87.18 EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 00830-1 of September 24, 1965, and they shall post copies of the notice in conspicuous places available to employees and applicants for employment. D. Contractors shall comply with all provisions of Execu- tive Order No. 11246 of September 24, 1965, and the rules, regulations, and relevant orders of the Secre- tary of Labor. E. Contractors shall furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto as required by the Owner, for purposes of investigation to ascertain compliance with such rules, regulations, and orders. The contractors shall furnish, as requested, copies of their certified payrolls indicating ethnic group of each employee. F. In the event of contractors' noncompliance with the non- discrimination clauses of their contracts, or with any of such rules, regulations, or orders, their contracts may be cancelled, terminated, or suspended in whole or in part, and they may be declared ineligible for fur- ther contracts on governmentally assisted construction work. Other sanctions may be imposed and remedies in- voked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. G. The contractors shall include the provisions of para- graphs "A" through "G" in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor. 4. Other programs in satisfactory use may be substituted in lieu of the basic program delineated above, subject to the approval of the Owner and all governmental agencies having jurisdiction. END OF EQUAL EMPLOYMENT OPPORTUNITY PROGRAM FWA EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 87:18 00830-2 • STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 Schedule Type -COMPLETE 7B Date 10/05/89 Refer to: PREVAILING RATE CASE NO. T/O Southold PRC 8907489 SUFFOLK COUNTY 01 to: Garrett A. Strang,Architect Location and Type of Project Main Road Alterations to the PO Box 1412 T/0 Southold Police Southold, NY Hdgtrs.,NY Rt.25 11971 Peconic,T/O Southold In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, together with copies of the Notice of Contract Let (PW -16) for your use. The schedules must be annexed to and form a part of the specifications for this project when it is advertised for bids. These schedules have been prepared and forwarded in accordance with Section 220 of the Labor Law, which provides that it shall be the duty of the fiscal officer to ascertain and determine the schedules of supplements to be provided and wages to be paid to workers, laborers and mechanics employed on public work projects, and to file such schedules with the department having jurisdiction. The attached rates are based on the latest information available to the Department of Labor, Bureau of Public Work. Care should be taken to review the rates for obvious errors. It is the responsiblility of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1989 through June 30, 1990, unless otherwise noted. If your project goes beyond the period covered by this determination, a new determination should be requested when this schedule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. Very truly yours, CHARLES C. DROBNER, DIRECTOR NOTICE TO CONTRACTING AGENCIES Upon cancellation or completion of this project, enter the necessary information and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Date Cancelled Date Postponed Until Signatu Title Contracting Agency For Additional Information, contact the following District Offices: St.Off.Bldg.#12, Campus, Albany N.Y.12240 65 Court St.,Buffalo N.Y.14202 155 Main Street West, Rochester N.Y.14614 221 Washington St.,Binghamton N.Y.13901 175 Fulton Ave., Hempstead N.Y.11550 333 East Washington St.,Syracuse N.Y.13202 207 Genesee St., Utica N.Y.13501 30 Glenn St.,White Plains N.Y.10603 PW -200 (6-85) docm: letterla CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a municipal corporation or a commission appointed pursuant to law is a party and which may involve the employment of laborers, workers or mechanics, shall comply with the requirements of Article 8 (Sections 220-223) of the New York State Labor Law: 1. No laborer, worker or mechanic in the employ of the contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by the contract shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any one week except in the extraordinary emergencies set forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. (See Section 220.2) 2. Each laborer, worker or mechanic employed by the contractor or subcontractor shall be paid not less than the prevailing rate of wages as indicated on the wage schedule provided by the Department, Bureau of Public Work. The prevailing rate of wage shall be annually determined no later than thirty days prior to July first of each year. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive, of the following year shall be the rate of wage set forth in collective bargaining agreements for the same period, including those increases for such period which are directly ascer- tainable from such collective bargaining agreements. (See Sections 220.3, 220.5) It shall be the duty of the department of jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers to be employed on a public work project, together with a statement of the work to be performed by each classification. (See Section 220.3-a) The contractor and every subcontractor shall post in a prominent and accessible place at the work site a statement of all wage rates and supplements to be paid or provided for the various classes of mechanics, workers or laborers. (See Section 220.3-a) No employee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio of apprentices to journey -level workers in any craft classification shall not be greater than the ratio permitted to the contractor as to its work force on any job under the registered program. Any employee who is not registered as above, shall be paid or provided the prevailing wage and supplement rate for the journey -level classification of work actually performed. The contractor or sub- contractor will be required to furnish written evidence of registration of its program and apprentices as well as of the appropriate ratios and wage and supple- ment rates for the area of construction, prior to using any apprentices on the contract work. (See Section 220.3-e) (a) No contractor, subcontractor, nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates. (See Section 220-e(a)) (b) No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex or national origin. (See Section 220- e(b)) NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. (c) There may be deducted from the amount payable to the contractor under the contract a penalty of fifty dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract. (See Section 220-e(c)) (d) The contract may be cancelled or terminated by the State or municipality, and all moneys due or to become due thereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of the anti- discrimination sections of the contract. (See Section 220-e(d)) (a) All contractors or their subcontractors shall provide to their sub- contractors a copy of the prevailing wage rate schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8 of the Labor Law. (See Section 220-a) (b) All subcontractors engaged by a public improvement contractor or its subcontractor, upon receipt of the original schedule and any sub- sequently issued schedules, shall provide to such contractor or sub- contractor a verified statement attesting that the subcontractor has received the wage schedule and will pay or provide the applicable rate of wages and supplements specified therein. (See Section 220-a) PW -3 (12-88) ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of extraordinary emergency such as fire, flood or danger to life or property. You may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers, workers and mechanics employed on a public work project shall be not less than those listed in the current prevailing rate schedule for the locality where the work is performed. If a prevailing rate schedule for the project has not been provided to the prime contractor by the department of jurisdiction (i.e.,the governmental entity awarding the public work contract), or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application to the Bureau of Public Work, Labor Department, Building No. 12, State Office Building Campus, Albany, New York 12240. The prime contractor is responsible for any underpayments of prevailing wages or supplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts of payroll records, showing for each person employed on public work, the following: 1.Name, 2.Address and phone number, 3.Social Security number, 4.Occupational classifications in which worked, S.Hourly wage rate paid, 6.Supplements provided, 7.Daily and weekly number of hours worked in each classification, 8.Deductions made, 9. Actual wages paid. When payroll records are requested by the Commissioner each payroll record must be affirmed as true under the penalties of perjury which means a notarized signature to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not maintain a regular place of business in New York State and the amount of the contract exceeds $25,000. All other contractors and subcontractors must within five days after request produce at the work site the orignal payrolls or transcripts. The original payrolls or transcripts must be preserved for three years from the date of completion of the project. POSTING: The current prevailing rate schedule must be posted in a prominent and accessible place on the site of the public work project. PW18 (9-88)... (Continued) NOTICE TO CONTRACTORS (Continued) APPRENTICES: Employees cannot be paid apprentice rates if they are not individually registered under a program or agreement registered with the Commissioner of Labor. The contractor or subcontractor will be required to furnish written evidence of the registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any job under the registered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing journeymen's wage rate for that classification of work. WITHHOLDING OF PAYMENTS: When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract may be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at the rate then in effect prescribed by the Superintendent of Banks pursuant to section 14-a of the banking law per annum from the date of underpayment to the date of the payment, and may also include the imposition of a civil penalty not to exceed 25% of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two instances within a six-year period determining that it willfully failed to pay or provide the prevailing rate of wages or supplements, such contractor or subcontractor will be ineligible to bid on or be awarded a public work contract for a period of five years from the second final determination. CRIMINAL SANCTIONS: Willful violations of the Prevailing Wage Law (Article 8 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. DISCRIMINATION: No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment or employment training centers, notices furnished by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing workers' compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in a form prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post notices furnished by the State Department of Labor. PW 19 (9-88)... docm: letter2b OVERTIME and HOLIDAY INFORMATION 5/31/87 OVERTIME A ) Time and one half of the hourly rate after 7 hours per day. AA) Time and one half of the hourly rate after 7 and one half hours per day. B ) Time and one half of the hourly rate after 8 hours per day. B1 ) Time and one half for the 9th & 10th hour per day & 1st 8 hours on Saturday double the hourly rate all additional hours. C ) Double the hourly rate after 7 hours per day. CC&C1) Double the hourly rate after 7 and one half hours per day. D ) Double the hourly rate after 8 hours per day. D1 )Double the hourly rate after 9 hours per day. E ) Time and one half of the hourly rate on Saturday. E1 )Time and one half 1st 4 hours on Saturday, double the hourly rate all additional Saturday hours. E2 )Saturday may be used as a make-up day at straight time when a day is lost durina that week due to inclement weather. E3 )Between Nov. 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week. E4 )Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week dur to inclement weather. F ) Time and one half of the hourly rate on Saturday and Sunday. G ) Time and one half of the hourly rate on Saturday and Holidays. H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. I ) Time and one half of the hourly rate on Sunday. J ) Time and one half of the hourly rate on Sunday and Holidays. K ) Time and one half of the hourly rate on Holidays. L ) Double the hourly rate on Saturday. M ) Double the hourly rate on Saturday and Sunday. N ) Double the hourly rate on Saturday and Holidays. 0 ) Double the hourly rate on Saturday, Sunday and Holidays. P ) Double the hourly rate on Sunday. 0 ) Double the hourly rate on Sunday and Holidays. R ) Double the hourly rate on Holidays. S ) Two and one half times the hourly rate for Holidays, if worked. T ) Triple the hourly rate for Holidays, if worked. U ) Four times the hourly rate for Holidays, if worked. V ) Incluing benefits at SAME PREMIUM as shown for overtime. W ) Time and one half for benefits on all overtime hours. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted. Sec220:Pare 2. 'Each contract.... shall contain a stipulation that no laborer, workman or mechanic.... shall be permitted or required to work more than eight hours in any one calander day or work more than five days in any one week except in case of extraodinary emergency.... Whenever such an "EMERGENCY DISPENSATION"(emphasis added) is granted, all work in excess of eight hours per day, and five days per week shall be considered overtime work... and ... shall be paid a premium wage commensurate with the premium wages prevailing in the area in which the work is performed." HOLIDAYS The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. 1 ) None. 2 ) Labor Day. 3 ) Memorial Day and Labor Day. 4 ) Memorial Day and July 4th. 5 ) Memorial Day, July 4th and Labor Day. 6 ) New Years Day, Thanksgiving Day and Christmas Day. 7 ) Lincoln'S Birthday, Washington's Birthday and Veterans Day, 8 ) Good Friday. 9 ) Lincoln's Birthday. 10 ) Washington's Birthday. 11 ) Columbus Day. 12 ) Election Day. 13 ) Presidential Election Day. ( 14 ) 1/2 Day on Presidential Election Day. ( 15 ) Veteran's Day. ( 16 ) Day after Thanksgiving Day. ( 17 ) July 4th. ( 18 ) 1/2 Day before Christmas Day. ( 19 ) 1/2 Day before New years Day. ( 20 ) Thanksgiving Day. ( 21 ) New Years Day. ( 22 ) Christmas Day. i 23 ) Day before Christmas. ( 24 ) Day before New Years. ( 25 ) Presidents Day. ( 26 ) Martin Luther King, Jr. Day. PW -201 (7-85) docm: letter2c NOTICE of NEW PREVAILING WAGE RATE PUBLICATIONS APPLICABLE TO ALL COUNTIES ( ' ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The annual determination of the prevailing rates of wages and supplements for workers employed on public work projects throughout the state will be published on May 31, 1989. The new rates will be in effect July 1, 1989 to June 30, 1990 - accept as noted below. A supplement to these prevailing wage rates will be determined on June 30, 1989 to include information from collective bargaining agreements finalized between May 31 and June 30. These agreements must have been in negotiation prior to May 31. The June 30th rates will take effect August 1, 1989 and supercede the original or prior issued wage rates except on projects completed before August 1, 1989. When you review the schedule for particular occupations, your attention should be directed to the dates above the column of rates. These dates are the effective dates contained in the latest collective bargaining agreements for that occupation. It is the responsibility of the contracting agency or its agent to provide all prevailing rate schedules to the contractor immediately upon receipt to insure the proper payment of wages to workers. Failure to do so may cause an improper rate to be used and result in the finding of an underpayment. PW -202 (5-89) docm: letterd 13 VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices must be individually registered as such in order to be paid apprenticeship rates on Public Work, The New York State Labor Department is the official registration agency for apprentices in New York State. No other Federal or State Agency or office registers apprentices in New York State. Each year the apprentice training central office in Albany receives hundreds of requests from Federal and State Agencies, Contractors, and other interested parties requesting verification of individual apprentice registrations. The following information is provided in order to clarify New York State procedures. All registered apprentices in New York State are individually registered by name, address, social security number, starting date of training, and other related data. This information is computerized and is available ONLY through the Albany Apprentice Training Central Office. Persons wishing to verify the apprentice registration of any individual should write to the Senior Employment Consultant, New York State Department of Labor, Job Service and Training Division, Building 12, Room 140, State Office Building Campus, Albany, New York 12240. All inquiries MUST include name and social security number and will be answered in writing. The response will indicate whether or not the individual is registered, and if so, will provide other pertinent information regarding the registration. The only conclusive proof of individual apprentice registration is written verification from the Albany Apprentice Training Central Office. Neither Federal nor State Apprentice Training Offices outside Albany can provide conslusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any individual is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards or copies of state forms are not conclusive proof of the registration of any individual as an apprentice. PW - 203 (4-86) docm: letter2e 0 • STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y. 12240 Schedule Type COMPLETE 7B Date 10/05/89 Refer to: PREVAILING RATE CASE NO. T/O Southold PRC 8907489 01 to: Garrett A. Strang,Architect Location and Type of Project Main Road Alterations to the PO Box 1412 T/0 Southold Police Southold, NY Hdgtrs.,NY Rt.25 11971 Peconic,T/O Southold SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER RECON,MAINT,REPAIR,ALT Copies of the wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, will request new rates and supplements. _ ALL Prime Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below) Estimated TOTAL COST of Project Is $ 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Date Date Date (b). Contracts NOT YET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3.Work to be done 4.Name and Address 5.Amount of 6. Approx. dates for by Prime Contractor of Contractor Contract Starting Completion (a) GEN.CONTR. (b) HEAT/VENT. (c) ELECTRICAL (d) PLUMBING (e)_OTHER(S)-List on Reverse. 8. Signature and Title Date PW -16 (1-85) docm: letter7a State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 1 ASBESTOS WORKER WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Asbestos Worker ............. $ 24.22 24.72 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. S PPLEMENTALNEFITS:(per hour worked) Health/welfare....... 2.64 2.69 Pension ............... 2.06 2.16 Annuity ............... 5.00 5.25 Vacation .............. 2.75 3.05 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-12 BOILERMAKER WAGES(per hour) 9/01/87- 9/01/88- 9/01/89- 8/31/88 8/31/89 8/31/90 Boilermaker.......... $ 24.50 25.00 26.40 OVERTIME PAY: New Work See ( C,0 ) on OVERTIME PAGE attached. OVERTIME PAY: Repair Work See (B4O) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 8,16,23,24) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th 6th 7th. 8th 60% 65% 70% 75% 80% 85% 90% 100% SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 8% 8% 8% Pension ............... 11% 14% 15% Apprentice Training... .10 .10 .10 Vacation .............. 7% 7% 7% Annuity ............... 17 % 19% 20% Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-5 GLAZIER WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Glazier .............. $ 21.20 Additional OVERTIME PAY: See ( C. 0, V) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 2.48 .80 per Pension ............... 1.31 hour Apprentice Training... .03 Vacation .............. 2.35 Annuity ............... 5.50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1087 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 2 CARPENTER WAGES(per hour) 9/01/86- 8/30/87 Building: Draper ............... $ 14.26 OVERTIME PAY: See ( A, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,9,10,11,12) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 1.46 Pension ............... 6 % Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-44D WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- Building: 6/30/88 6/30/89 6/30/90 Carpet/Resilient Floor Coverer...... $ 21.66 22.66 23.66 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. Indentured after 7/01/84 1st. 2nd. 3rd. 4th. 40% 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked) - See below. 8-2241/2287 ------------------------------ WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Building: Millwright........... 19.79 20.29 20.79 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 55% 65% 75% 95% SUPPLEMENTAL B NEFIT hour worked) Health/Welfare.......:(per 2.67 2.87 3.10 Pension ............... 2.59 2.84 3.09 Annuity ............... 3.79 4.31 4.83 Apprentice Training... .17 .20 .20 Vacation .............. 2.82 3.12 3.42 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-740 ------------------------------ WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Piledriver........... 21.66 22.66 23.66 Dockbuilder.......... 21.66 22.66 23.66 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. Indentured After 1st. 2nd. 3rd, 4th 7/01/84 40% 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456 • PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 3 Carpenter (cont) WAGES(per hour) 7/01/87- 7/01/88- 7/01/89 6/30/88 6/30/89 6/30/90 Marine Construction: Marine Diver ......... $ 25.75 26.98 28.21 " Tender.... 20.02 20.93 21.84 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456/D WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Timberman .........$ 20.10 21.01 21.92 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. Indentured After 1st. 2nd. 3rd. 4th. 7/01/84 40% 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1536h The following Supplemental Benefits apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS:(per hour worked) for ALL Categories Except 1st & 2nd Year Apprentices Health/Welfare ........ $ 2.67 2.87 3.10 Pension ............... 2.59 2.84 3.09 Annuity ............... 1.65 1.75 1.85 Apprentice Training... .17 .20 .20 Vacation .............. 1.80 1.95 2.10 Pension Ins. Fund.... .14 .13 .13 SUPPLEMENTAL BENEFITS:(per hour worked) for 1st & 2nd Year Apprentices indentured after July 1,1984 Health/Welfare ........ $ 2.67 2.87 3.10 Pension ............... 1.30 1.42 1.55 Annuity ............... .83 .88 .93 Apprentice Training... .17 .20 .20 Vacation .............. .90 .98 1.05 Pension Ins. Fund..... .14 .13 .13 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-nyc/supp PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED , r � State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 4 Carpenter (cont.) WAG S(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Building: Carpenter............ $ 22.50 23.50 Heavy/Highway: Carpenter............ $ 22.55 23.55 OVERTIME PAY: See ( C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 40% 55% 65% 80% SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare....,...$ 2.46.2.46 2.83.2.83 Pension ............... 2.23.1.12 2.23.1.12 Apprentice Training... .15• .07 .18• .09 Vacation .............. 1.80• .90 1.90• .95 Annuity ............... 2.00.1.00 2.10.1.05 Scholarship Fund...... .01• .005 .01• .005 Listed supplements apply to 6" classifications ( )Yes ( x )No. (*)1st. 8 2nd. term Apprentice Benefits in second column, all others full benefits. 4-SUF ELEVATOR WAGES (per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Elevator Constructor ... $ 22.82 23.70 24.58 " " Helper.. 17.12 17.73 18.44 Elev. (Modernization).. 19.55• 20.56• 21.57• " Helper.. 14.66• 15.42• 16.18• OVERTIME PAY:CONSTR.See ( C,M,T ) on OVERTIME PAGE attached. OVERTIME PAY:MODERN.See ( B,F,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,11,12) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.095.2.095 2.245.2.245 2.395.2.395 Pension ............... 1.69 •1.69 1.79 •1.79 1.89 '1.89 Annuity - .............. 1.40 •1.25 1.40 •1.25 1.40 •1.25 Listed supplements apply to ALL classifications ( )Yes ( x )No. (*)"Modernization" supplements appear in second column. 8-1 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 5 ELECTRICIAN WAGES(per hour) 6/01/89- 5/01/90- 4/30/90 4/30/91 Electrician.......... $ 26.25 27.25 Audio/Sound.......... 26.25 27.25 OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 4 ) ( 3 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 35% 45% 55% 65% SUPPLEMENTAL BENEFITS:(percents based on gross wages -others per hour) Health/welfare ........ $ 12 % 12 % Pension ............... 7.5 % 7.5% Suppl.Unemploy.Benefit .25 .25 Apprentice Training... .12 .12 Annuity ............... 11.5 %' 11.5%' Benefit Fund.......... 3.0% 3.0% Vacation and Holiday.. 9.5 % 9.5% Listed supplements apply to ALL classifications ( )Yes ( x )No. 'Note: 1st. Term (only) Apprentice NOT included in Annuity Fund Benefit. 4-25 ------------------------------ State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of 8907489 Public Work _ 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 6 Applicable on maintanence of traffic signals and street lighting only. WAGES(per hour) 6/01/89- 5/01/90- 5/01/91- 4/30/90 4/30/91 4/30/92 Electrician (Traffic/Street)..... 20.62 21.42 22.30 OVERTIME PAY: See ( B, G, P ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 2 ) ( 3 - 3 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 35% 45% 55% 65% SUPPLEMENTAL BENEFITS:(percent on gross wages earned) Health/Welfare........ $ 9.5% 9.5% 9.5% Pension ............... 8.5% 8.5% 8.5% Apprentice Training... 1/2% 1/2% 1/2% Annuity ............... 9% 9% 9% Vacation and Holidays. 8.5% 8.5% 8.5% Listed supplements apply to ALL classifications ( )Yes ( x )No *Apprentice Benefits appear in second column. 4-25m PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 7 TELEPHONE Rates below are for telephone work up to Point of Demarcation. Point of Demarcation is defined as the point of interconnection between customer provided equipment and telephone company provided facilities. WAGE (per hour) 8/07/88- / / Telephone System Technician/Cable Splicing Starting.......... 6.90 After 6 mos....... 7.59 " 12 mos....... 8.33 " 18 mos....... 9.18 24 mos....... 10.09 30 mos....... 11.08 " 36 mos....... 12.20 . 42 mos....... 13.40 48 mos....... 14.74 54 mos....... 16.20 " 60 mos....... 17.83 Cable Splicing Technician Helper Start ................. 6.08 After 6 mos.......... 6.68 " 12 mos.......... 7.33 18 mos.......... 8.06 24 mos.......... 8.85 30 mos.......... 9.74 36 mos.......... 10.71 42 mos.......... 11.78 " 48 mos.......... 12.94 Service Technician Starting.......... 6.90 After 6 mos....... 7.58 " 12 mos....... 8.33 18 mos....... 9.15 " 24 mos....... 10.05 " 30 mos....... 11.05 36 mos....... 12.14 " 42 mos....... 13.35 " 48 mos....... 14.66 " 54 mos....... 16.13 60 mos....... 17.74 OVERTIME PAY: See ( ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) APPRENTICES: (None ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 10.0% Pension ............... 1.8% Savings/Security...... 1.8% Income Protect Fund... .4% Listed supplements apply to ALL classifications ( )Yes ( )No. nytele/ns State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of 8907489 Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 8 TELEPHONE(cont) Rates listed below are for installation of customer provided telephone equipment from point of demarcation. WAGES(per hour) 5/28/89- / / Telephone System Technician Starting.......... 6.73 After 6 mos....... 7.43 " 12 mos....... 8.20 " 18 mos....... 9.06 " 24 mos....... 10.01 30 mos....... 11.06 36 mos....... 12.21 42 mos....... 13.50 " 48 mos....... 14.90 54 mos....... 16.46 " 60 mos....... 18.19 Technician Asst. Start ................. 6.24 After 6 mos.......... 6.85 " 12 mos.......... 7.51 18 mos.......... 8.25 " 24 mos.......... 9.05 30 mos.......... 9.94 Senior Technician Starting.......... 6.73 After 6 mos....... 7.46 " 12 mos....... 8.29 18 mos....... 9.20 24 mos....... 10.21 30 mos....... 11.34 " 36 mos....... 12.58 42 mos....... 13.96 " 48 mos....... 15.50 " 54 mos....... 17.21 60 mos....... 19.10 Services Technician Start ................. 6.73 After 6 mos.......... 7.43 " 12 mos.......... 8.20 18 mos.......... 9.06 24 mos.......... 10.01 " 30 mos.......... 11.06 36 mos.......... 12.21 " 42 mos.......... 13.50 48 mos.......... 14.90 54 mos.......... 15.81 OVERTIME PAY: See (B,I,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 10%'Note Pension ............... 4.8%'Note Training .............. 4.5%'Note Listed supplements apply to ALL classifications ( )Yes ( X )No. *Note- Listed Benefits are for Full Time 8 Part Time Employees working 25 or more hours per week. Other Part Time Employee benefits are as follows. 0-16 hrs.- H/W- 0; Pen.- 4.8%; Training- 4.5% 17-24 hrs.- H/W- 5%; Pen. 4.8%; Training- 4.5% att/ + State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 9 IRONWORKER WAGES(per hour) 1/02/89- 7/03/89- 1/01/90- 7/02/89 12/31/89 6/30/90 Structural........... $ 21.00 Additional Additional Riggers .............. 21.00 1.75 per .75 per Machinery Movers...... 21.00 hour hour " Erectors.... 21.00 OVERTIME PAY: See ( B, E, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 11.34 11.94 11.94 12.55 12.55 12.55 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.15.2.15 Pension ............... 3.25.3.25 Apprentice Training... .18' .18 Vacation .............. 4.80'3.15 Annuity ............... 5.00.2.50 Benefit Fund.......... 3.30.2.30 Listed supplements apply to ALL classifications ( )Yes ( x )No. (')Apprentice supplements appear in second column. 8 -40/361 ------------------------------ AG S(per hour) 7/01/87- 6/30/88 Reinforcing.......... 21.95 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 50% 75% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 1.755'1.755 Pension ............... .985' .985 Apprentice Training... .08' .08 Vacation .............. 2.00' none Annuity ............... 3.50' none Scholarship Fund...... .04' .04 Listed supplements apply to ALL classifications ( )Yes ( x )No. (') Apprentice supplements appear in second column. 8-46 WAGES(per hour) 7/01/88- 1/01/89- 7/01/89- 1/01/90- 12/31/88 6/30/89 12/31/89 6/30/90 Ornamental........... 19.19 Additional Additional Additional Chain Link Fence..... 19.19 .92 to be .92 to be .92 to be OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th, 6th. 60% 65% 70% 80% 85% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare....... 2.68 allotted allotted allotted Pension ............... 3.18 at a at a at a Apprentice Training... .30 later later later Vacation .............. 2.84 date date date Annuity ............... 5.50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-580 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 10 LABORER WAGES(per hour) 7/01/89- 6/30/90 Building Laborer: All Classifications ... $ 18.80 OVERTIME PAY: See ( A,E,O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.48 Pension ............... 2.83 Vacation .............. 1.03 Annuity ............... .30 Legal ................. .15 Training .............. 1.00 Safety Fund........... .05 Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-66 ------------------------------ Laborer(Heavy/Highway): Group # 1: Asphalt Rakers and Formsetters. Group # 2: Asphalt Shovelers and Tampers. Group # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer, Jackhammer and Concrete. WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Heavy/Highway Laborer: Group # 1 ............. $ 15.92 16.90 17.95 Group # 2 ............. 15.55 16.52 17.54 Group # 3 ............. 14.34 15.26 16.24 OVERTIME PAY: See ( B. H ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (2,4,.6,7,11,12,26) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 13 % 13% 13% Pension ............... 13 % 13% 13% Vacation .............. 1.00 1.00 1.00 Annuity ............... 1.00 1.00 Suppl. Unempl..... 25.00wk 25.00wk 25.00wk Listed supplements apply to A" classifications ( x )Yes ( )No. 4-1298 ' PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED r State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 11 LATHER WAGES(per hour) 7/01/89- 6/30/90 Lather (Wood Wire & Reinforcing)... 22.45 OVERTIME PAY: See ( C, 0, V' ) on OVERTIME PAGE attached. 'Annuity & Vacation Only PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 50% 75% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 3.22.3.22 Pension ............... 1.75.1.75 Apprentice Training... .08' .08 Vacation .............. 2.25' Same % Wage Annuity ............... 4.00' Same % wage Scholarship Fund...... .04' .04 Listed supplements apply to ALL classifications ( )Yes ( x )No. Apprentice supplements appear in second column. 8-46 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 12 MASON/TILE/TERRAZZO WAGES(per hour) 6/01/89- 5/31/90 Building: Bricklayer............ $ 24.43 OVERTIME PAY: See ( A, E, O, W ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 ) APPRENTICES: ( 750 hours) terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th(500hr) 6th(500hr) 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.61.2.61 Pension ............... 3.04.3.04 Annuity ............... 3.25.1.70 Listed supplements apply to AL classifications ( x )Yes ( )No. ( ' ) Apprentice Benefits appear in second column 8-NYDC WAGES(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Cement Finisher....... 21.72 Additional OVERTIME PAY: See ( C, 0, V) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th, 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.61 1.67 to Pension ............... 2.82 be allotted Apprentice Training... .09 at a later Annuity ............... 4.00 date. Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-780 WAGES(per hour) 7/01/89- 6/30/90 Building: Plasterer ............. 20.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) ( ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd, 4th. 5th. 6th. 40% 50% 60% 60% 80% 80% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 3.97'Appr. % of 3.97 Annuity ............... 3.25' % of 3.25 Apprentice Training... .01' % of .01 Vacation .............. 2.25'Appr. % of 2.25 Listed supplements apply to ALL classifications ( )Yes ( X )No. (') Apprentice supplements appear in second column. B-852 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Mason (cont) 7/01/89- 6/30/89 WAGES(per hour) 1/01/88- 7/01/88- 1.00 per 6/30/88 12/31/88 Building: ( )No. 8-3 Mosaic 8 7/01/89- 6/30/89 Terrazzo Worker.. 21.61 Additional OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.48 1.00 per Pension ............... 3.25 hour Supp.Unemploy.Benefit. .50 Vacation .............. 2.00 Listed supplements apply to ALL classifications ( x )Yes WAGES(per hour) 1/01/88- 7/01/88- 6/30/88 12/31/88 Building: Mosaic and Terrazzo Helper..... 19.40 Additional OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ $ 2.48 1.00 per Pension ............... 3.25 hour Supp.Unemploy.Benefit. 1.40 Vacation .............. .50 Listed supplements apply to ALL classifications ( x )Yes WAGES(per hour) 4/18/89- 4/16/90- 4/15/90 4/28/91 Building: Tile Setter........... 22.98 23.48 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.18 2.43 Pension ............... 3.00 3.00 Vacation .............. 1.625 1.625 Annuity ............... 1.50 2.35 Listed supplements apply to ALL classifications ( x )Yes Page 13 1/01/89- 7/01/89- 6/30/89 12/31/89 Additional Additional 1.00 per 1.00 per hour hour ( )No. 8-3 1/01/89- 7/01/89- 6/30/89 12/31/89 Additional Additional 1.00 per 1.00 per hour hour ( )No. 8-35 )No WAGES(per hour) 5/29/89- 5/27/90 Building: Tile Layer Helper..... $ 20.80 OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 1.75 Pension ............... 1.50 Annuity ............. 3.20 Listed supplements apply to ALL classifications ( x )Yes ( )No 8-52 8-88 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Mason (cont.) WAGES(per hour) 7/01/89- 6/30/90 Cutting Cleaner(Mason) $ 22.19 Page 14 Sandblasting(Mason)... 22.84 Painter, Cleaner,& Caulker(Mason). 21.59 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 55% 70% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.70 Pension ............... 3.13 Benefit Fund.......... 3.55 Education Fund......... .30 Annuity ............... 2.25 Listed supplements apply to AL classifications ( )Yes ( x )No. (*)Apprentice supplements appear in second column. 4-66w WAGES(per hour) 1/01/86- 6/30/86 Stone Mason........... $ 21.50 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.75 Pension - -- Annuity ............... 3.00 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-33 WAGES(per hour) 1/01/87- 6/30/87 Stone Setter.......... $ 20.86 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 50% 55% 60% 65% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 1.75 Pension ............... 2.00 Security Benefit...... .60 Apprentice Training... .10 Vacation .............. 2.00 Annuity ............... 4.50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-84 r State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 15 Mason (cont..) WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Derrickman/Rigger.... $ 22.36 Additional OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 50% 60% 70% 80% 90% 90% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.24 1.11 Pension ............... 3.10 per hour Apprentice Training... .10 Vacation .............. 3.50 Annuity ............... 5.50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-197 WAGES(per hour) 1/01/88- 6/30/88 Building: Marble Sawyer, Rubber 8 Polisher........... 21.88 OVERTIME PAY: See ( A, G ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ .96 Pension ............... 1.58 Supp.Unemploy.Benefit. .25 Vacation .............. 3.25 Annuity ............... 3.25 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1 WAGES(per hour) 1/01/88- 6/30/88 Building: Marble Cutters 8 Setters ............. 19.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(pr hour worked) Health/Welfare ........ $ .96 Pension ............... 1.58 Supp.Unemploy.Senefit. .40 Vacation .............. 3.75 Annuity .............. 5.00 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-4 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 16 Mason (cont...) WAGES(per hour) 1/01/88- 6/30/88 Marble Finishers...... $ 17.57 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6,8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ .96 Pension ............... 1.58 Supp.Unemploy.Benefit. .69 Vacation .............. 3.30 Annuity ............... 5.00 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-10 PAINTER WAGES(per hour) 10/01/88- 10/01/89- 10/01/90- Steel: 9/30/89 9/30/90 9/30/91 " Steel............ 24.50 25.75 27.50 " Spray............ 26.50 27.75 29.50 ` Sandblasting..... 26.50 27.75 29.50 ` Power Tool....... 26.50 27.75 29.50 OVERTIME PAY: See ( C,F,R ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 50% 65% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 17 % 17 % 17 % Pension ............... 1.45 2.00 2.00 Apprentice Training... 1/2 % 1/2 % 1/2 % Vacation .............. 6 % 6 % 6 % Annuity ............... 11 % 11 % 11 % Listed supplements apply to ALL classifications ------------------------------ ( x )Yes ( )No. 8-806 WAGES(per hour) 2/01/88- 8/01/88- 2/01/89- 7/31/88 1/31/89 7/31/89 Drywall Taper......... $ 20.95 21.58 22.23 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........$ 2.56 2.56 2.56 Pension ............... .71 .71 .71 Vacation .............. 9 % 9 % 9 % Annuity ............... 10 % 10 % 10 % Apprentice Training... .01 .01 .01 Listed supplements apply to ALL classifications ( x )Yes ------------------------------ ( )No. 8-1974 • ' ` State of New York Department of Labor Painter (cont) PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED WAGES(per hour) 4/01/89- 3/31/90 Brush .................. 22.49 Structural Steel/Bridge 27.46 Spray, Scaffold........ 24.96 Sandblasting........... 27.46 Paper Hanger........... 22.49 Case Number 8907489 SUFFOLK COUNTY Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 17 OVERTIME PAY: See ( A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY, See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO• Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1t. 2nd. 3rd. 4th 5th 6th 50% 60% 65% 70% 80% 90% SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare........$ 3.88`3.28 Pension ............... 2.00.2.00 Apprentice Training... .44' .44 Annuity ............... 2.75• = Appr.% of 2.75 Other (Legal)......... .10' .10 Safety & Health....... .45' .45 Listed supplements apply to ALL classifications ( )Yes ( x )No. (*)1st yr Rate is, H/W=1.82, Pen=1.07, AppTrg=.23, S.& H.=.21 (') Other Apprentice Supplements appear in second column. 4-1486 PLUMBER WAGES(per hour) 7/01/89- 1/01/90- 7/01/90- 1/01/91- 12/31/89 6/30/90 12/31/90 4/30/91 Plumber .............. $ 24.85 25.47 26.24 27.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following wage. 1st. 2nd. 3rd 4th 5th 11.18 12.43 16.15 17.40 18.64 for 7/01/89 to 12/31/89 11.46 12.74 16.56 17.83 19.10 for 1/01/90 to 6/30/90 11.81 13.12 17.06 18.37 19.68 for 7/01/90 to 12/31/90 12.20 13.55 17.62 18.97 20.33 for 1/01/91 to 4/30/91 SUPPLEMENTAL BENEFITS (per hour worked) Health/Welfare ,.... ... $ 2.39'note 2.44'note 2.70'note 2.94'note Pension ............... 1.64'note 1.84'note 1.901note 1.95'note Apprentice Training... .24'note .24'note .24'note .24'note Vacation .............. 1.30'note 1.30'note 1.30'note 1.30'note Annuity .............. 3.70'note 3.95'note 4.00'note 4.00'note Security Benefit..... 1.00'note 1.00'note 1.00'note 1.00'note Listed supplements apply to ALL classifications ( )Yes ( x )No. (')Note -Apprentice supplements appear below. 7/89 to12/89 -1St. yr. H/W-1.46 PEN. -1.03 Appr.-.14 Ann. -2.28 Vac. -.75 Sec. -.53 2nd. yr. 1.47 1.05 .15 2.29 .80 Sec. -.53 3rd. yr. 1.52 1.09 .16 2.29 .86 Sec. -.53 4th. yr. 1.53 1.09 .16 2.30 .93 Sec. -.53 5th. yr. 1.56 " 1.11 .17 2.31 .98 Sec. -.53 1/90 to 6/90 -1st. yr. H/W-1.49 PEN. -1.14 Appr.-.14 Ann. -2.43 Vac. -.75 Sec. -,53 2nd. yr. 1.50 1.17 " .15 2.44 ^ .80 Sec. -.53 3rd. yr. 1.55 " 1.19 .16 2.44 .86 Sec. -.53 4th. yr. 1.56 " 1.21 .16 2.45 .93 Sec. -,53 5th. yr. " 1.59 1.23 .17 2.46 .98 Sec. -.53 7/90 to12/90 -1st. yr. H/W-1.65 PEN. -1.19 Appr.-.14 Ann. -2.46 Vac. -.75 Sec. -,53 2nd. yr. 1.66 1.21 .15 2.47 .80 Sec. -.53 3rd. yr. 1.71 1.23 .16 2.47 .86 Sec. -,53 4th. yr. 1.72 1.25 .16 2.48 .93 Sec. -.53 5th. yr. " 1.75 1.27 " .17 2.49 1 .98 Sec. -.53 1/91 to 4/91 -1st. yr. H/W-1.79 PEN. -1.22 Appr.-.14 Ann. -2.46 Vac. -,75 Sec. -,53 2nd. yr. 1.80 1.24 " .15 2.47 .80 Sec. -.53 3rd, yr. 1.85 " 1.26 .16 2.47 .86 Sec. -,53 4th. yr. 1.86 1.28 .16 " 2.48 .93 Sec. -.53 5th. yr. 1.89 1.30 .17 2.49 .98 Sec. -.53 4-775 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 18 STEAMFITTER/SPRINKLER FITTER WAGES(per hour) 6/29/88- 12/28/88- 12/27/88 6/27/89 Steam Fitter.......... $ 25.05 Additional Sprinkler Fitter...... 25.05 1.00 to be OVERTIME PAY: See ( C,O,V ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 3 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th, 5th. 6th. 7th. 8th. 40% 40% 50% 50% 65% 65% 80% 80 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.35'= % allotted Pension ............... 2.00'= % at a Security Fund......... 2.60•= % later Training Fund......... .20•.20 date Vacation .............. 2.75•= % Listed supplements apply to ALL classifications ( )Yes ( x )No. (*)Apprentice supplements appear in second column. 8-638s/s PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 19 ROOFER WAGES(per hour) 4/01/89- 10/01/89- 4/01/90- 9/30/89 3/31/90 9/30/90 Roofer ............... $ 19.34 Additional Additional Waterproofer........... 19.34 1.20 per hr. .60 per hr. OVERTIME PAY: See ( A. E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th 50% 55% 60% 65% 70% 75% SUPPLEMENTAL N F TS (per hour worked) Health/Welfare....... 3.98•Term % Pension ............... 2.78• " Apprentice Training... .03• .03 Vacation .............. 3.00•Term % Annuity ............... 1.69• " Listed supplements apply to ALL classifications ( )Yes ( X )No. 'Apprentice supplements appear in second column 4-154 SHEETMETAL WORKER WAG S(per hour) 8/01/88- 2/01/89- 8/01/89- 2/01/90- 1/31/89 7/31/89 1/31/90 7/31/90 Sheetmetal Worker.... $ 23.83 Additional Additional Additional OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 7.15 8.34 11.39 12.56 13.71 14.74 15.91 18.27 SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare........$ 2.32'note 1.00 per 1.00 per 1.25 per Pension ............... 2.69.2.69 hour hour hour Suppl.Unemploy.Benefit .11• .04 Vacation .............. 2.00•note Annuity ............... 3.00•note Education Fund........ .27• .27 Scholarship Fund..... .02• .02 Listed supplements apply to ALL classifications ( )Yes ( x )No. (*)Apprentice supplements appear in second column. H/W-term/amt.-1st-.61; 2nd -.82; 3rd -1.10; 4th -1.33; 5th -1.66; 6th thru 8th -2.32 Vac-term/amt.-1st-.80;2nd-.90;3rd-1.06;4th-1.17;5th-1.28;6th-1.39;7th-1.50;8th-1.72 Ann.-term/amt.-1st-.24;2nd-.29;3rd-.77;4th-.97;5th-1.09;6th-1.00;7th-1.42;8th-2.27/8-28 State of New York Department of Labor WELDER Welder PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 20 To be paid the rate of the mechanic performing the work. TEAMSTER Truck Driver(Building and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks. GROUP 3: Other WAGES(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Truck Driver (Building and Heavy/Highway): Group 1 .............. 17.385 18.36 Group 2 .............. 17.825 18.43 Group 3 ............... 15.59 16.09 OVERTIME PAY: See ( B, E, P, T ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 3.09.3.09 3.51.3.51 Pension ............... 2.8525.2.8525 3.10.3.10 Annuity ............... 4.3125.3.9575 4.8275.4.395 Listed supplements apply to A" classifications ( )Yes ( X )No. *Group 3 supplements appear in second column. 4-282nsh SIGN ERECTOR WAG S(per hour) 7/01/86- 7/01/87- 7/01/88- 1/01/89- 6/30/87 6/30/88 12/31/88 6/30/89 Sign Erector......... $ 17.80 18.75 19.50 20.25 OVERTIME PAY: See ( A, E, O ) on OVERTIME PAGE attached. PAID HOLIDAY: See( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd, 3rd. 4th. 5th. 6th. 7th. 8th. 9th 10th 40% 45% 50% 55% 60% 65% 70% 75% 80% 85% SUPPLEMENTAL BENEFITS:(per hour worked) 1st Yr 1st Yr 1st yr 1st yr Health/Welfare ........ $ 7 % '.41 7 % •.41 7 % •.41 7 % •.41 Local Pension......... 8 % '2 % 8 % '2 % 8 % •2 % 8 % •2 % National Pension...... .43 '.43 .46 •.46 .47 •.47 .48 •.48 Apprentice Training... .10 '.10 .11 •.11 .12 •.12 .12 '.12 Vacation .............. 8 % '2 % 8 % •2 % 8 % •2 % 8 % . 2 % Annuity ............... 1.85 •-.-- 2.00 •-.-- 2.00 .- . 2.14 • Listed supplements apply to ALL classifications ( )Yes ( x )No. lst yr.Appr. Supp, appear in second column. H/W-after 2nd yr -7%; Pen. -2nd yr. 6% and after 3rd yr. 8%; Vac. -2nd yr 2%,3rd yr.4% and 4th yr. 6%; Ann. -2nd yr 0 ,3rd yr 1.00 per day, 4th yr. 2.00 per day, 5th yr. 3.00 per day. 8-137 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 21 HIGHWAY STRIPER WAGES(per hour) 4/01/88- 4/01/89- 4/01/90- 3/31/87 3/31/90 3/31/91 Painter(Striping-Highway etc.): Striping -Machine Oper.$ 14.04 14.60 15.62 " Helper......... 12.43 12.93 13.84 Linerman.............. 14.50 15.08 16.14 OVERTIME PAY: See ( B,E,P,S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,8,10,11,12,15,16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ $ 11 % 11 % 11% Pension ............... 4 % 4 % 4% Vacation .............. 7 % 7 % 7% Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-230 TREE TRIMMER WAG S(per hour) 10/1/85- 9/30/86 Tree Trimmer: Trimmer -T 7 (start)... $ 7.75 " -T 6 after 6 mo. 8.32 " -T 5 12 mo. 8.54 " -T 4 18 mo. 8.93 -T 3 24 mo. 9.70 " -T 2 30 mo. 10.14 " -T 1 36 mo. 11.56 Driver,Groundsman...... 9.53 OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,8,11,12,18,19)) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/welfare........ $ Contr.Provide H. & W. + $10,000 Life Ins. Annuity ............... .35 Holidays .............. (12 paid). Vacation - after 15 mo./l week. -after 30 mo./2 weeks. -after 10yrs/3 weeeks. -pro-rated if less than 1700 hrs.in prior year. Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-1049t State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 22 SURVEY CREW WAGES:(per hour) 7/01/89- 6/30/90 Survey Rates -Building: Party Chief......... 21.02 Instrument Man...... 18.36 Rodman/Chainman..... 12.16 OVERTIME PAY: See ( A,E,O ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 2.10 Pension ............... 1.90 Apprentice Training... .20 Vacation .............. 1.00 Annuity ............... 4.25 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-15Db ------------------------------ WA •(per hour) 7/01/89- 6/30/90 Survey Rates-Heavy/Hiway: Party Chief......... 21.01 Instrument Man...... 17.40 Rodman/Chainman..... 15.28 OVERTIME PAY: See (B,E,G ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 2.10 Pension ............... 1.90 Apprentice Training... .20 Vacation .............. 1.00 Annuity ............... 4.25 Listed supplements apply to ALL classifications ( x )Yes ( )No. B -15D SURVEY CREW - CONSULTING ENGINEERS Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a consulting engineer agreement. AG •(per hour) 8/01/88- 7/01/89- 7/01/90- 6/30/89 6/30/90 6/30/91 Survey Rates: Party Chief......... 18.01 18.61 19.01 Instrument Man...... 15.18 15.78 16.18 Rodman/Chainman..... 12.43 13.03 13.43 OVERTIME PAY: See ( B,E,0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 1.35 1.60 1.85 Pension ............... 1.00 1.10 1.20 Apprentice Training... .05 .05 .05 Suppl Unempl. Benefit .05 .05 .05 Vacation .............. .72 .72 .72 Annuity ............... 1.25 1.50 2.00 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-15Dc State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 23 DRILLING WA ES(per hour) 10/17/87- 10/16/88 Core Drilling: Driller............ $ 15.405 " Helper.......... 13.645 OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.07 Pension ............... 2.10 Vacation .............. .19 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1536 ------------------------------ WAGES(per hour) 8/01/86- 8/01/87- 8/01/88 - 7/31/87 7/31/88 7/31/89 Well Driller: Driller ......... $ 16.40 Additional Additional Helper..... 14.40 1.00 1.00 OVERTIME PAY: See (B,E,P ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS•(per hour worked) Health/Welfare ........ $ 9 Y to be to be Pension ............... 2.75 allocated allocated Annuity Fund.......... 1.50 later. later. Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138well PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 24 POWER EQUIPMENT OPERATOR WAGES(per hour) 7/01/89 - Building: 6/30/90 Hoist(Multiple Platform) 23.85 Lead Engineer 22.455 Hoist(Tandem Platform 22.23 Tower Crane(Engineer) 21.81 SideBoom Tractor(Used in tank work) 21.515 Scoop, Carry -all, Scraper in tandem 21.43 Boom Trucks or Cranes (used for stone setting or structural steel) 21.38 CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 21.355 Tank Work 21.28 Hoist, 2 Drum, Hoist, 3 Drum 21.23 Backhoe,Dragline, Gradall, Pile Driver, Shovel 21.255 Elevator, Fork Lift, Hoist, 1 Drum 20.17 Batching Plant(on site of job), Power Winch(used for stone or steel), Power Winch (Truck Mounted -used for stone or steel), Pump, Concrete 21.155 Dredge 20.815 Roller, Trench Machine 21.055 Welding Machine, Structural Steel 21.03 Boom Truck, Crane, Crawler or Truck, Conveyor(Multi), Plant Engineer, Stone Spreader (Self -Propelled) 21.005 Asphalt Spreader 20.98 Fork Lift(Walk Behind, Power Operated) 20.97 Compressor(Structura Steel) 20.955 Boiler, Bulldozer, Compressor(on Crane), Compressor(Pile Work), Compressor(stone setting), Concrete Breaker, Conveyor, Generator -Pile Work, Loading Machine(Front End), Maintenance Engineer,Powerhouse, Power Winch(used for other than stone or steel), Power Winch, Truck Mounted(used for other than stone or steel, Pulvi-Mixer,Pump(Dble Action Diaphragm), Pumps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine (Pile Work) 20.805 Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man 20.65 Grader 20.58 Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, Pump(4 inches or over), Track Tamper(2 Engineers,Each), Welding Machine 20.555 Stiping Machine 20.48 Bulldozer(used for excavation), Fireman, Loading Machine, Powerbroom, Vac -All 20.43 Concrete Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip), Pump(Up to 3 inches),Tractor,Craterpillar or Wheel, 20.055 Scoop(Carry-All Scraper) 20.43 Hydra Hammer, Ridge Cutter 19.97 Bending Machine, Dinky Locomotive, Generator(Small), Vibrator(1 to 5), 19.805 Power Buggies 19.68 Stump Chipper and Oiler 19.455 Mechanical Compactor(Hand Operated), Trench Machine(Hand) 19.43 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare....... $ 3.52 Pension .............. 2.75 Apprentice Training.. .25 Annuity .............. 4.00.Overtime Rate for of hours Suppl. Unempl........ .20 Other ................ .25 Listed supplements apply to ALL classifications ( )Yes ( )No. 4-138b ------------------------------ PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907489 SUFFOLK COUNTY Operating Engineer (cont) 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 25 WAGES(per hour) 7/01/89- 6/30/90 HEAVY / HIGHWAY: Lead Engineer 23.08 Scoop(Carry-A1l,Scraper in Tandem), Tower Crane(Engineer), 21.605 Backhoe, Crane(Stone Setting)_ Crane(Structural Steel), Dragline, Gradall, Pile Driver, Road Paver, Shovel 21.35 Batching Plant(on site of job), Crane(on Barge), Sideboom Tractor(used in tank work), Tank Work 21.205 Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used for stone setting and/or structural steel),Trench Machine 21.195 Asphalt Spreader,Boom Truck,Boring Machine(other than Post Holes), CMI or Maxim Spreader, Crane(Crawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor,Stone Spreader(self propelled) 20.98 Boring Machine, Post Holes 20.92 Compressor(Stone Setting),Compressor(Structural Steel), Welding Machine(structural steel) 20.865 Dredge 20.815 Work Boat 20.805 Compressor(on Crane), Compressor(Pile Work), Generator -Pile Work, Hoist,2 Drum, Loading Machine(Front-End), Powerhouse, Power Winch(Truck Mounted -used for other than stone or steel),Power Winch(other than stone or struct.steel),Welding Machine,Pile Work 20.705 Mechanical Compactor, Machine Drawn, Roller(over 5 Ton) 20.52 Boiler ' 20.48 Pump, Concrete 20.44 Compressor(2 or more in battery 20.40 Grader 20.385 Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l Drum, LoadingMachine, Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), Pumps(Hydraulic, ,Jet, Submersible and Well Point), Roller(5 ton and under), Scoop,Carry-All,Scraper, Maintenance Man, Vac -All, Welding & Burning 20.17 Generator 20.09 Portable Heaters 20.345 Compressor, Mulch Machine, Pin Puller, Pump(Double Action Diaphragm),Pump-Gypsum, Pump(Single Action 1 to 3), Striping Machine, Welding Machine 19.795 Powerbroom 19.225 Concrete Saw or Cutter, Fork Lift,Walk Behind,Power Operated, Hydra Hammer, Mixer(with Skip), Mixer(2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 19.08 Vibrator(1 to 5) 18.875 Oiler, Root Cutter, Stump Chipper, oiler, Track Tamper(2 Engineers,Each), Deck Hand 18,77 Generator(Small) 18.765 Bending Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand) 18.73 Tractor,Caterpillar or Wheel 18.555 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 3.52 Pension ............... 2.75 Apprentice Training... .25 Annuity ............... 4.00. Overtime Rate for 0. T. hours, Suppl. Unemp........... .20 Other ............. .25 Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138h PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED ' State of New York Case Number Bureau of Department of Labor Public Work 8907489 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 26 MARINE CONSTRUCTION WAGES(per hour) 10/01/88- 10/01/89- 10/01/90- 9/30/89 9/30/90 9/30/91 Hydraulic Dredge: Leverman Engineer Maint.Engineer Derrick Oper. Chief Mate on Dredge Mate DeckHand Oiler Fireman Shoreman Boat Captain Tug Boats: Tug Master Tug Captain Tug Chief Engineer Tug Engineer Tug Deckhand 18.00 18.85 19.53 17.48 18.15 18.65 17.23 17.89 18.39 17.48 18.15 18.65 17.23 17.89 18.39 16.14 16.76 17.23 14.24 14.65 14.93 14.75 15.18 15.47 14.75 15.18 15.47 14.24 14.65 14.93 16.26 ------------------------- 16.89 17.36 16.98 17.63 18.12 16.26 16.89 17.36 16.56 17.20 17.68 16.26 16.89 17.36 14.41 ------------------------- 14.83 15.11 Dipper and Clamshell Dredges: Operator 18.31 19.17 19.86 Engineer 17.83 18.52 19.03 Maint.Engineer 17.23 17.89 18.39 Mate 16.14 16.76 17.23 Deckhand 14.41 14.83 15.11 Oiler 14.75 15.18 15.47 Boat Master 16.98 17.64 18.13 Boat Captain 16.26 16.89 17.36 ------------------------- OVERTIME PAY: See ( B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. The following SUPPEMENTAL BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:(per hour worked.) Health/Welfare ........ $ 1.56 1.56 1.56 Pension ............... 1.03 1.03 1.03 Vacation .............. 8 % 8% 8% 4-25a WAGES(per hour) 10/01/88- 10/01/89- 10/01/90- 9/30/89 9/30/90 9/30/91 Drill Boat: Engineer 19.13 19.87 20.42 Blaster 19.33 20.07 20.63 Driller/Welder/Machinist 19.14 19.88 20.43 Oiler 18.13 18.66 19.01 Helper 18.13 18.66 19.01 OVERTIME PAY: See ( B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare........ $ 1.56 1.56 1.56 Pension ............... 1.03 1.03 1.03 Vacation .............. 8 % 8 % 8% Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-25/3 OCCUPATIONS APPLICABLE TO BUILDING and HEAVY/HIGHWAY SCHEDULES STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 09/26/89 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK Page 1 Under Article 8 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they are debarred, that is, they are ineligible to submit a bid on, be awarded, or participate as a contractor or subcontractor on any public work contract let by the State, any municipal corporation, or public body for a period of five years from the date of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date Date Fiscal Barred of of 1st of Last Officer Until Determ's Wilful Wilful (see Note:) A. N. C. Heating and Air Conditioning Inc. C 6 ) 1/28/85 1/28/85 DOL 1/28/90 104 North Duane Ave., Endicott, N.Y. Warren Brown and Associates, Inc. C 2 ) 4/04/86 4/09/86 DOL 4/09/91 602 West Delevan Ave., Buffalo, N.Y. Mid -State Elec. ( 2 ) 5/11/84 11/2/84 DOL 11/2/89 1914 Dwyer Ave., Utica, N.Y. Paul M. Ma I 1 on Co. Inc. C 2 ) 6/03/85 6/12/85 DOL ** 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.V. 10566 Melco Construction Corp. C 2 ) 5/14/86 6/27/86 DOL 6/27/91 1334 Gun Hi I I Road, Bronx, N.Y. 10469 Moss Electric air Conditioning Corp. C 2 ) 5/21/82 6/26/86 NYC 6/26/91 The Hull Corporation C 2 ) 1/03/BG 8/07/86 DOL 8/07/91 Emerson & Lewis Company, Inc. C 2 ) 9/27/85 9/0S/BG DOL 9/09/91 Route 12 South, Oxf ord, N.Y. 13830 L F L and Associates C 2 ) 9/27/85 9/09/86 DOL 9/09/91 Route 12 South, Oxford, N.Y. 13830 29 Ridge Road Contracting, Inc. ( 2 ) 3/18/86 9/18/86 DOL 9/18/91 1539 New Hyde Park Drive, New Hyde Park, N.Y. 11040 Breeze Contractors, Inc. ( 2 ) 9/18/86 9/29/86 DOL 9/29/91 136 Nicolas Road, Nesconset, N.Y. 11767 Superior Paving Corporation C 2 ) 10/21/86 10/21/86 DOL 10/21/91 1491 Nelson St., Schenectady, N.Y. 12306 Nollam Contracting CO.Inc. ( 2 ) 6/03/8S 6/12/85 DOL ** 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.Y. 10566 Beaver Building COOP. ( 3 ) 1/2/86 2/24/87 DOL 2/24/92 Bask Road, Glenmont, N.Y. 12077 STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or, MORE WILLFUL DETERMINATIONS 09/26/89 Page 2 CContinued) Cam - Ful Industries,Inc. C 2 ) 6/16/86 2/18/87 DOL 2/18/92 P. 0. Box 153, 1522 Carbon St. , 5yracuse, N. Y. 1320E Hydro -Fab Corporation C2 ) 3/13/87 3/25/87 DOL 3/25/92 416 Stanley Avenue. Brooklyn,NY 11207 Greece Asphalt Company,Inc. C2 ) 1/16/87 3/30/87 DOL 3/30/92 78 Bennington Dri ve, Rochester, N.Y. 14516 J. W. Duffus Contracting, Inc. C 2 ) 8/7/86 5/8/87 DOL 5/8/92 Associated Safety Lighting,Ihc. ( 2 ) 11/25/86 10/05/87 DOL 10/05/92 2788 Mohawk Street, Sauquoi t, N.Y. Esquire Wire & Fence CO.,Inc. ( 3 ) 06/27/84 4/15/88 DOL 4/15/93 1033 Route 1, Avenel, N. J. 07001 J & B Bilac Contractors,Inc. C 2 ) 10/30/87 10/30/87 NYC 10/30/92 L & M Company, A Div.of Nieto Roofing Contractors,Inc. C 2) 05/05/87 01/27/89 DOL 02/13/94 501 Willett Ave.,Port Chester,NY 10573 J. L. Bai ley, d/b/a Casti le Hardware a/k/a Castile Hardware, Plumb. & Hgt. C 2 ) 05/07/87 02/21/89 DOL 02/21/94 1 East Park Road, Castile, NY 14427 Premier Restoration & Supply Company, Inc. a/k/a Premier Restoration & Supply, Inc. and C 2 ) 09/17/86 173 Front Ave., West Haven, Conn. 06516 04/13/89 DOL 04/13/94 Great South Beach Marine Construction, a/k/a Great South Beach Marine Construction, Inc. C 2 ) 01/27/88 70 Browns River Road, Sayville, New York 11782 06/15/89 DOL 06/1S/94 Mid -States Industries, Ltd. C 2 303/03/B7 06/22/89 DOL 06/22/94 P 0 Box 4228 1105 Catalyn St., Schenectady, New York 12303 Note: * Tuzzolo had a willfull determinations rendered against them on 1/30/84 by NYC and 1 additional on 5/10/84 by DOL. * Date was computed by adding 265 days during which a stay was effective to the 5 year debarred period. Note: Where the Fiscal Officer is denoted "NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New York State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as "DOL". Reviewed and Approved: NYS Dept of Labor, Counsel Date: 5/15/87 docm: debarred SECTION 01015 CONTRACTOR'S USE OF THE PREMISES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: This Section applies to situations in which the Contractor or his representatives including, but not necessarily limited to, suppliers, subcontractors, em- ployees, and field engineers, enter upon the Owner's property. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section. B. Require that all personnel who will enter upon the Owner's property certify their awareness of and familiarity with the requirements of this Section. 1.3 SUBMITTALS A. Maintain an accurate record of the names and identifica- tion of all persons entering upon the Owner's property in connection with the Work of this Contract, including times of entering and times of leaving, and submit a copy of the record to the Owner daily. 1.4 TRANSPORTATION FACILITIES A. To avoid traffic conflict with vehicles of the Owner's employees and customers, and to avoid over -loading of streets and driveways elsewhere on the Owner's property, limit the access of trucks and equipment to the northeast entry corner of the property. CONTRACTOR'S USE OF THE PREMISES 87:18 01015-1 2. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach the job site. B. Contractor's vehicles: 1. Require Contractor's vehicles, vehicles belonging to employees of the Contractor, and all other vehicles other than as described above not to park on any street or other area of the Owner's property, except as directed by the owner. 1.5 SECURITY A. Restrict the access of all persons entering upon the Owner's property in connection with the Work to the Access -- Route and to the actual site of the Work. END OF SECTION 87:18 CONTRACTOR'S USE OF THE PREMISES 01015-2 SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: This Section establishes general require- ments pertaining to cutting (including excavating), fit- ting, and patching of the Work required to: 1. Make the several parts fit properly; 2. Uncover work to provide for installing, inspecting, or both, of ill-timed work; 3. Remove and replace work not conforming to requirements of the Contract Documents; and 4. Remove and replace defective work. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. In addition to other requirements specified, upon the Architect's request uncover work to provide for in- spection by the Architect of covered work, and remove samples of installed materials for testing. 3. Do not cut or alter work performed under separate con- tracts without the Architect's written permission. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Request for Architect's consent: 1. Prior to cutting which effects structural safety, sub- mit written request to the Architect for permission to 87:18 proceed with cutting. 2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Architect and secure his writ- ten permission and the required Change Order prior to proceeding. CUTTING AND PATCHING 01045-1 B. Notices to the Architect: 1. Prior to cutting and patching performed pursuant to the Architect's instructions, submit cost estimate to the Architect. Secure the Architect's approval of cost estimates and type of reimbursement before pro- ceeding with cutting and patching. 2. Submit written notice to the Architect designating the time the Work will be uncovered, to provide for the Architect's observation. PART 2 - PRODUCTS 2.1 MATERIALS A. For replacement of items removed, use materials complying with pertinent Sections of these -Specifications. 2.2 PAYMENT FOR COSTS A. The Owner will reimburse the Contractor for cutting and patching performed pursuant to the written Change Order, after claim for such reimbursement is submitted by the Contractor. Perform other cutting and patching needed to comply with the Contract Documents at no additional cost to the Owner. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Inspect existing conditions, including elements sub- ject to movement or damage during cutting, excavating, patching, and backfilling. .2. After uncovering the work, inspect conditions affect- ing installation of new work. B. Discrepancies: 1. If uncovered conditions are not as anticipated, im- mediately notify the Architect and secure needed di- rections. 2. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION PRIOR TO CUTTING A. Provide required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of.the Work. CUTTING AND PATCHING 87:18 01045-2 3.3 PERFORMANCE A. Perform required excavating and backfilling as required under pertinent other Sections of these Specifications. 1. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and pro- vide proper surfaces to receive installation of repair and new work. 2. Perform fitting and adjusting of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION CUTTING AND PATCHING 87:18 01045-3 SECTION 01100 A LTERNA TIVES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide alternative bid proposals as described in this Section. B. Related Work: 1. Documents affecting work of this Section include but are not necessarily limited to, General Conditions, Supplementary Condition, and Sections in Division 1 of these Specifications. 2. Some of the items mentioned in this Section are des- cribed further in pertinent other Sections of these Specifications. C. Procedures:. 1. Provide alternative bids to be added to or deducted from the amount of the Base Bid if the corresponding change in scope is accepted by the Owner. 2. Include within the alternative bid prices all costs, including materials, installations, and fees. 3. Show the proposed alternative amounts opposite their proper description on the Bid Form. 1.2 SPECIFIC ALTERNATIVES 87:18 1. Delete masonry wall, foundation and footing adjacent to the entrance of the building located in the southwest cor- ner. 2. Delete gable design elements on the east roof of the buil- ding. 3. Delete gable design elements on the west roof of the buil- ding. 4. Modify the exterior insulation and finish system to be a flat surface, with a minimum thickness of 2 3/8" in lieu of the sculpted surface, as shown on the Drawings. END OF SECTION ALTERNATIVES 01100-1 PART 1 - GENERAL 1.1 DESCRIPTION 1.2 1.3 SECTION 01152 APPLICATIONS FOR PAYMENT A. Work included: Comply with procedures described in this Section when applying for progress payment and final pay- ment under the Contract. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. The Contract Sum and the schedule for payments are de- scribed in the Form of Agreement. 3. Payments upon Substantial Completion and Completion of the Work are described in the General Conditions and in Section 01700 of these Specifications. 4. The Architect's approval of applications for progress payment and final payment may be contingent upon the Architect's approval of status of Project Record Docu- ments as described in Section 01720 of these Specifi- cations. QUALITY ASSURANCE A. Prior to start of construction, secure the Architect's ap- proval of the schedule of values required to be submitted under Paragraph 9.2 of the General Conditions, and further described in Section 01370 of these Specifications. B. During progress of as approved by the Contract Sum due to of the Contract. the Work, modify the schedule of values Architect to reflect changes in the Change Orders or other modifications C. Base requests for payment on the approved schedule of values. SUBMITTALS A. Informal submittal: Unless otherwise directed by the Architect: 1. Make an informal submittal of request for payment by filling in, with erasable pencil, pertinent portions of AIA Document G702, "Application and Certificate for 87:18 APPLICATIONS FOR PAYMENT 01152-1 Payment," plus continuation sheet or sheets. 2. Make this preliminary submittal to the Architect at the last regular job meeting of each month. 3. Revise the informal submittal of request for payment as agreed at the job meeting, initialing all copies. B. Formal submittal: Unless otherwise directed by the Archi- tect: 1. Make formal submittal of request for payment by fill- ing in the agreed data, by typewriter or neat letter- ing in ink, on AIA Document G702, "Application and Certificate for Payment," plus continuation sheet or sheets. 2. Sign and notarize the Application and Certificate for Payment. 3. Submit the original of the Application and Certificate for Payment, plus eight identical copies of the con- tinuation sheet or sheets, to the Architect. 4. The Architect will compare the formal submittal with the approved informal submittal and, when approved, will sign the Application and Certificate for Payment, will make required copies, and will distribute: a. One copy to Contractor; b. One copy to Owner; C. One copy to Architect's file; and d. Five copies to Lender. 5. Lender will, upon approval, disburse directly to the Contractor. END OF SECTION APPLICATIONS FOR PAYMENT 87:18 01152-2 SECTION 01153 CHANGE ORDER PROCEDURE PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Make such changes in the Work, in the Con- tract Sum, in the Contract Time of Completion, or any com- bination thereof, as are described in written Change Or- ders signed by the Owner and the Architect and issued af- ter execution of the Contract, in accordance with the pro- visions of this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Changes in the Work are described further in Article 12 of the General Conditions. 3. Architect's Field Orders: a. From time to time during progress of the Work the Architect may issue an "Architect's Field Order" which interprets the Contract Documents or orders minor changes in the Work without change in Con- tract Sum or Contract Time. b. Should the Contractor consider that a change in Contract Sum or Contract Time is required, he shall submit an itemized proposal to the Architect immed- iately and before proceeding with the Work. If the proposal is found to be satisfactory and in proper order, the Field Order in that event will be super- seded by a Change Order. 4. Proposal Requests: a. From time to time during progress of the Work the Architect may issue a "Proposal Request" for an itemized quotation for changes in the Contract Sum and/or Contract Time incidental to proposed modifi- cations to the Contract Documents. b. This will not be a Change Order, and will not be a direction to proceed with the changes described therein. 1.2 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such measures as are needed to assure familiarity of the Contractor's staff and employees with these procedures for processing Change Order data. CHANGE ORDER PROCEDURE 87:18 01153-1 1.3 SUBMITTALS A. B. 1.4 1.5 Make submittals directly to the Architect at the address -- shown on the Project Directory in the Project Manual. Submit the number of copies called for under the various items listed in this Section. PRODUCT HANDLING A. Maintain a "Register of Proposal Requests, Field Orders, and Change Orders" at the job site, accurately reflecting current status of all pertinent data. B. Make the Register available to the Architect for review at his request. PROCESSING CHANGES INITIATED BY THE OWNER A. Should the Owner contemplate making a change in the Work or a change in the Contract Time of Completion, the Archi- tect will issue a "Proposal Request" or "Field Order" to the Contractor. B. If the Contractor has been directed by the Architect to make the described change in the Work at no change in the Contract Sum and no change in the Contract Time of Comple- tion, but the Contractor wishes to make a claim for one or both of such changes, the Contractor shall proceed with the change and shall notify the Architect as provided for under Paragraph 12.3 of the General Conditions. C. If the Contractor has been directed by the Architect to make the described change subject to later determination of cost or credit in accordance with Paragraph 12.1 of the General Conditions, the Contractor shall: 1. Take such measures as needed to make the change; 2. Consult with the Architect and reach agreement on the most appropriate method for determining credit or cost for the change. D. If the Contractor has been directed by the Architect to promptly advise him as to credit or cost proposed for the described change, the Contractor shall: 1.. Analyze the described change and its impact on costs and time; 2. Secure the required information and forward it to the Architect for review; 3. Meet with the Architect as required to explain costs and, when appropriate, determine other acceptable ways to achieve the desired objective; 4. Alert pertinent personnel and subcontractors as to the impending change and, to the maximum extent possible, avoid such work as would increase the Owner's cost for CHANGE ORDER PROCEDURE 87:18 01153-2 making the change, advising the Architect in writing when such avoidance no longer is practicable. 1.6 ' PROCESSING CHANGES INITIATED BY THE CONTRACTOR A. Should the Contractor discover a discrepancy among the Contract Documents, a concealed condition as described in Paragraph 12.2 of the General Conditions, or other cause for suggesting a change in the Work, a change in the Con- tract Sum, or a change in the Contract Time of Completion, he shall notify the Architect as required by pertinent provisions of the Contract Documents. B. Upon agreement by the Architect that there is reasonable cause to consider the Contractor's proposed change, the Architect will issue a Proposal Request in accordance with the provisions described in subparagraph 1.1-B-5 above. 1.7 PROCESSING PROPOSAL REQUESTS A. Make written reply to the Architect in response to each Proposal Request. 1. State proposed change in the Contract Sum, if any. 2. State proposed change in the Contract Time of Comple- tion, if any. 3. Clearly describe other changes in the Work, if any, required by the proposed change or desirable therewith. 4. Include full backup data such as subcontractor's let- ter of proposal or similar information. 5. Submit this response in single copy. B. When cost or credit for the change has been agreed upon by the Owner and the Contractor, or the Owner has directed that cost or credit be determined in accordance with pro- visions of Paragraph 12.1 of the General Conditions, the Architect will issue a "Change Order" to the Contractor. 1.8 PROCESSING CHANGE ORDERS A. Change Orders will be dated and will be numbered in se- quence. B. The Change Order will describe the change or changes, will refer to the Proposal Requests or Field Orders involved, and will be signed by the Owner and the Architect. C. The Architect will issue four copies of each Change Order to the Contractor. 1. The Contractor promptly shall sign all four copies and return three copies to the Architect. 2. The Architect will retain one signed copy in his file, will forward one signed copy to the Owner, and will forward one signed copy to the Lender. CHANGE ORDER PROCEDURE 87'18 01153-3 D. Should the Contractor disagree with the stipulated change in Contract Sum or change in Contract Time of Completion, or both: 1. The Contractor promptly shall return three copies of the Change Order, unsigned -by him, to the Architect with a letter signed by the Contractor and stating the reason or reasons for the Contractor's disagreement. 2. The Contractor's disagreement with the Change Order shall not in any way relieve the Contractor of his re- sponsibility to proceed with the change as ordered and to seek settlement of the dispute under pertinent pro- visions of the Contract Documents. END OF SECTION CHANGE ORDER PROCEDURE 87:18 01153-4 SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.1 DESCRIPTION A. Work .included: To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Architect will conduct project meet�_ngs throughout the construction period. B. Related work: I. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. The Contractor's relations with his subcontractors and materials suppliers, a;,d discussions relative thereto, are the C-ontractor's responsibility and normai-ly are not part of project wetings content. 1.2 QUALITY ASSURANCE A. For those persons designated by the Contractor to attend and participate in project meetings, provide required authority to commit the Contractor to solutions agreed upon in the project meetings. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 MEETING SCHEDULE A. Except as agreed to otherwise, project meetings will be held Thursday mornings at 9:00 a.m. B. Coordinate as necessary to establish mutually acc-�ptable schedule for meetings. PROJECT MEETINGS 87'18 01200-1 3.2 MEETING LOCATION A. The Architect will establish meeting location. To the maximum extent practicable, meetings will be held at the job site. 3.3 PROJECT MEETINGS A. Attendance: 1. To the maximum extent practicable, assign ti --.e same person or persons to represent the Contract, -.;r at proj- ect meetings throughout progress of the Work. 2. Subcontractor:;, materials suppliers, and others may be invited to attend those project meetings in which their aspect of the Work is involved. B. Minimum agenda: 1. Review progress of the Work since last meeting, in- cluding status of submittals for approval. 2. Identify problems which impede planned progress. •3. Develop corrective measures and procedures to regain planned schedule. 4. Complete other current business. 0 END OF SECTION 87:18 PROJECT MEETINGS 01200-2 SECTION 01310 CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: To assure adequate planning and execution of the Work so that the Work is completed within the num- ber of calendar days allowed in the Contract, and to as- sist the Architect in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Requirements for progress schedule: General Condi- tions. 3. Construction period: Form of Agreement. C. Definitions: 1. "Day," as used throughout the Contract unless other- wise stated, means "calendar day." 1.2 QUALITY ASSURANCE A. Employ a scheduler who is thoroughly trained and experi- enced in compiling construction schedule data, and in pre- paring and issuing periodic reports as required below. B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Architect. C. Reliance upon the approved schedule: 1. The construction schedule as approved by the Architect will be an integral part of the Contract and will es- tablish interim completion dates for the various ac- tivities under the Contract. 2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite com- pletion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contractor. CONSTRUCTION SCHEDULES 87:18 01310-1 1.3 3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. 4. Costs incurred by the Owner and by the Architect in connection with expediting construction activity under this Article shall be reimbursed by the Contractor. 5. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities. SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Preliminary analysis: Within ten calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a prelim- inary construction schedule prepared in accordance with Part 3 of this Section. C. Construction schedule: Within 30 calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a con- struction schedule prepared in accordance with Part 3 of this Section. D. Periodic reports: On the first working day of each month following the submittal described in Paragraph 1.3-C above, submit four prints of the construction schedule updated as described in Part 3 of this Section. PART 2 - PRODUCTS 2.1 CONSTRUCTION ANALYSIS A. Graphically show by bar -chart the order and interdepen- dence of all activities necessary to complete the Work, and the sequence in which each activity is to be accom- plished, as planned by the Contractor and his project field superintendent in coordination with all subcontrac- tors whose work is shown on the diagram. B. Include, but do not necessarily limit indicated activities to: 1. Project mobilization; 2. Submittal and approval of Shop Drawings and Samples; 3. Procurement of equipment and critical materials: 4,. Fabrication of special material and equipment, and its installation and testing. CONSTRUCTION SCHEDULES 87:18 01310-2 5. Final cleanup; 6. Final inspecting and testing; and 7. All activities by the Architect that effect progress, required dates for completion, or both, for all and each part of the Work. PART 3 - EXECUTION 3.1 PRELIMINARY ANALYSIS A. Contents: 1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paragraph 1.3-C above; 2. Show the Contractor's general approach to remainder of the Work; 3. Show cost of all activities scheduled for performance before submittal and approval of the construction schedule. B. Submit in accordance with Paragraph 1.3-B above. 3.2 CONSTRUCTION SCHEDULE A. As soon as practicable after receipt of Notice to Proceed, complete the construction analysis in preliminary form, meet with the Architect, review contents of the proposed construction schedule, and make all revisions agreed upon. B. Submit in accordance with Paragraph 1.3-C above. 3.3 PERIODIC REPORTS A. As required under Paragraph 1.3-D above, update the ap- proved construction schedule. 1. Indicate "actual" progress in percent completion for each activity; 2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed. 3.4 REVISIONS A. Make only those revisions to approved construction sched- ule as are approved in advance by the Architect. END OF SECTION CONSTRUCTION SCHEDULES 87.18 01310-3 SECTION 01340 SUBMITTALS AND SUBSTITUTIONS PART 1 - GENERAL 1.1 1.2 DESCRIPTION A. Work included: Make submittals required by the Contract Documents, and revise and resubmit as necessary to estab- lish compliance with the specified requirements. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Individual requirements for submittals also may be de- scribed in pertinent Sections of these Specifications. C. Work not included: 1. Unrequired submittals will not be reviewed by the Architect. 2. The Contractor may require his subcontractors to pro- vide drawings, setting diagrams, and similar informa- tion to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the Architect. QUALITY ASSURANCE A. Coordination of submittals: 1. Prior to each submittal, carefully review and coordi- nate all aspects of each item being submitted. 2. Verify that each item and the submittal for it conform in all respects with the specified requirements. 3. By affixing the Contractor's signature to each submit- tal, certify that this coordination has been performed. B. Substitutions: 1. The Contract is based on the standards of quality es- tablished in the Contract Documents. Substitutions will be considered only when listed at time of bidding, on the form provided therefore in the bidding docu- ments, and when substantiated by the Contractor's sub- mittal of required data within 35 calendar days after award of the Contract. 2. The following products do not require further approval except for interface within the Work: a. Products specified by reference to standard speci- 87:18 SUBMITTALS AND SUBSTITUTIONS 01340-1 fications such as ASTM and similar standards. b. Products specified by manufacturer's name and cat- alog model number. 3. Do not substitute materials, equipment, or methods un- less such substitution has been specifically approved in writing for this Work by the Architect. C. "or equal": 1. Where the phrase "or equal," or "or equal as approved by the Architect," occurs in the Contract Documents, do not assume that the materials, equipment, or meth- ods will be approved as equal unless the item has been specifically so approved for this Work by the Archi- tect. 2. The decision of the Architect shall be final. 1.3 SUBMITTALS A. Make submittals of Shop Drawings, Samples, substitution requests, and other items in accordance with the provi- sions of this Section. PART 2 - PRODUCTS 2.1 SHOP DRAWINGS A. Scale and measurements: Make Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work. B. Types of prints required: 1. Submit Shop Drawings in the form of one sepia trans- parency of each sheet plus three blueline or blackline prints of each sheet. 2. Blueprints will not be acceptable. C. Review comments of the Architect will be shown on the sep- ia transparency when it is returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes. 2.2 MANUFACTURERS' LITERATURE A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly show which portions of the contents is being submitted for re- view. B. Submit the number of copies which are required to be re- turned, plus one copy which will be retained by the Archi- tect. SUBMITTALS AND SUBSTITUTIONS 87:18 01340-2 2.3 SAMPLES A. Provide Sample or Samples identical to the precise article proposed to be provided. Identify as described under "Identification of submittals" below. B. Number of Samples required: 1. Unless otherwise specified, submit Samples in the quantity which is required to be returned, plus one which will be retained by the Architect. 2. By prearrangement in specific cases, a single Sample may be submitted for review and, when approved, be in- stalled in the Work at a location agreed upon by the Architect. 2.4 COLORS AND PATTERNS A. Unless the precise color and pattern is specifically called out in the Contract Documents, and whenever a choice of color or pattern is available in the specified products, submit accurate color and pattern charts to the Architect for selection. PART 3 - EXECUTION 3.1 IDENTIFICATION OF SUBMITTALS A. Consecutively number all submittals. 1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number. 2. On resubmittals, cite the original submittal number for reference. B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking. C. On at least the first page of each submittal, and else- where as required for positive identification, show the submittal number in which the item was included. D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the Architect for his review upon request. 3.2 GROUPING OF SUBMITTALS A. Unless otherwise specified, make submittals in groups con- taining all associated items to assure that information is available for checking each item when it is received. SUBMITTALS AND SUBSTITUTIONS 8718 01340-3 1. Partial submittals may be rejected as not complying with the provisions of the Contract. -- 2. The Contractor may be held liable for delays so occas- sioned. 3.3 TIMING OF SUBMITTALS A. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and for placing orders and securing delivery. B. In scheduling, allow at least ten working days for review by the Architect following his receipt of the submittal. 3.4 ARCHITECT'S REVIEW A. Review by the Architect does not relieve the Contractor from responsibility for errors which may exist in the sub- mitted data. B. Revisions: 1. Make revisions required by the Architect. 2. If the Contractor considers any required revision to be a change, he shall so notify the Architect as pro- vided for in Paragraph 12.3 of the General Conditions. 3. Make only those revisions directed or approved by the Architect. C. Reimbursement of Architect's costs: 1. In the event substitutions are proposed to the Archi- tect after the Contract has been awarded, the Archi- tect will record all time used by him and by his con- sultants in evaluation of each such proposed substi- tution. 2., Whether or not the Architect approves a proposed sub- stitution, the Contractor promptly upon receipt of the Architect's billing shall reimburse the Architect at the rate of two and one-half times the direct cost to the Architect and his consultants for all time spent by them in evaluating the proposed substitution. END OF SECTION SUBMITTALS AND SUBSTITUTIONS 87:18 01340-4 SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide a detailed breakdown of the agreed Contract Sum showing values allocated to each of the vari- ous parts of the Work, as specified herein and in other provisions of the Contract Documents. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Schedule of values is required under Paragraph 4.8 of the General Conditions. 3. Schedule of values is required to be compatible with the "continuation sheet" accompanying applications for payment, as described in Section 01152. 1.2 QUALITY ASSURANCE A. Use required means to assure arithmetical accuracy of the sums described. B. When so required by the Architect, provide copies of the subcontracts or other data acceptable to the Architect, substantiating the sums described. 1.3 SUBMITTALS A. Prior to first application for payment, submit a proposed schedule of values to the Architect. 1. Meet with the Architect and determine additional data, if any, required to be submitted. 2. Secure the Architect's approval of the schedule of values prior to submitting first application for pay- ment. END OF SECTION SCHEDULE OF VALUES 87:18 01370-1 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: 1. Temporary utilities such as heat, water, electricity, and telephone; 2. Field office for the Contractor's personnel; 3. Sanitary facilities; 4. Enclosures such as tarpaulins, barricades, and cano- pies; 5. Temporary fencing of the construction site; 6. Project sign. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Except that equipment furnished by subcontractors shall comply with requirements of pertinent safety regulations, such equipment normally furnished by the individual trades in execution of their own portions of the Work are not part of this Section. 3. Permanent installation and hookup of the various util- ity lines are described in other Sections. 1.2 PRODUCT HANDLING A. Maintain temporary facilities and controls in proper and safe condition throughout progress of the Work. PART 2 - PRODUCTS 2.1 UTILITIES A. Water: 1. Provide necessary temporary piping and water supply and, upon completion of the Work, remove such tempo- rary facilities. 2. Provide and pay for water used in construction. TEMPORARY FACILITIES AND CONTROLS 87:18 01500-1 B. Electricity: 1.. Provide necessary temporary wiring and, upon comple- tion of the Work, remove such temporary facility. 2. Provide area distribution boxes so located that the individual trades may furnish and use 100 ft maximum length extension cords to obtain power and lighting at points where needed for work, inspection, and safety. 3. Provide and pay for electricity used in construction. C. Heating: Provide and maintain heat necessary for proper conduct of operations needed in the Work. D. Telephone: 1. Make necessary arrangements and pay costs for instal- lation and operation of telephone service to the Con- tractor's office at the site. 2. Make the telephone available to the Architect for use in connection with the Work. 2.2 FIELD OFFICES AND SHEDS A. Contractor's facilities: 1• Provide a field office adequate in size and accomo- dation for Contractor's offices, supply, and storage. 2. Within the Contractor's facilities, provide enclosed space adequate for holding project meetings. Furnish .with table and utilities. B. Sanitary facilities: 1. Provide temporary sanitary facilities in the quantity required for use by all personnel. 2. Maintain in a sanitary condition at all times. 2.3 ENCLOSURES A. Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, Steps, platforms, bridges, and other temporary construction nec- essary for proper completion of the Work in compliance with pertinent safety and other regulations. 2.4 TEMPORARY FENCING A. Provide and maintain for the duration of open excavation a temporary fence of design and type needed to prevent entry onto the Work by the public. 2.5 PROJECT SIGNS A. Allow no signs or advertisiny of any kind on the job site, except the Architect's job sign and the Contractor's standard job sign, which must be approved by the Architect prior to installation TEMPORARY FACILITIES AND CONTROLS 87:18 01500-2 B. At his option, the Contractor may submit to the Architect for approval, a layout of a common job sign stating the project name and listing Contractor, Architect, Consultation Engineers and Subcontractors. The cost of this sign will be borne fully by the Contractor. C. Upon completion of the Work, any sign remaining on the site will be removed and disposed of as directed by the Architect. PART 3 - EXECUTION 3.1 MAINTENANCE AND REMOVAL A. Maintain temporary facilities and controls as long as needed for safe and proper completion of the Work. B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit, or as directed by the Architect. END OF SECTION TEMPORARY FACILITIES AND CONTROLS 87.18 01500-3 SECTION 01640 PRODUCT HANDLING PART 1 - GENERAL 1.1 1.2 1.3 DESCRIPTION A. Work included: Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Additional procedures also may be prescribed in other Sections of these Specifications. QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials. MANUFACTURERS' RECOMMENDATIONS A. Except as otherwise approved by the Architect, determine and comply with manufacturers' recommendations on product handling, storage, and protection. 1.4 PACKAGING A. Deliver products to the job site in their manufacturer's original container, with labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner. B. The Architect may reject as non -complying such material and products that do not bear identification satisfactory to the Architect as to manufacturer, grade, quality, and other pertinent information. PRODUCT HANDLING 87'18 01640-1 1.5 PROTECTION A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled. B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces. C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner. 1.6 REPAIRS AND REPLACEMENTS A. In event of damage, promptly make replacements and repairs to the approval of the Architect and at no additional cost to the Owner. B. Additional time required to secure replacements and to make repairs will not be considered by the Architect to justify an extension in the Contract Time of Completion. END OF SECTION PRODUCT HANDLING 87:18 01640-2 SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 1.2 DESCRIPTION A. Work included: Provide an orderly and efficient transfer of the completed Work to the Owner. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Activities relative to Contract closeout are described in, but not necessarily limited to, Paragraphs 2.2.16, 9.8, and 9.9 of the General Conditions. 3. "Substantial Completion" is defined in Paragraph 8.1.3 of the General Conditions. QUALITY ASSURANCE A. Prior to requesting inspection by the Architect, use ade- quate means to assure that the Work is completed in accor- dance with the specified requirements and is ready for the requested inspection. 1.3 PROCEDURES A. Substantial Completion: 1. Prepare and submit the list required by the first sen- tence of Paragraph 9.8.1 of the General Conditions. 2. Within a reasonable time after receipt of the list, the Architect will inspect to determine status of com- pletion. 3. Should the Architect determine that the Work is not substantially complete: a. The Architect promptly will tor, in writing, giving the b. Remedy the deficiencies and when ready for reinspection. C. The Architect will reinspect 4. When the Architect concurs that ally complete: a. The Architect will prepare a stantial Completion" on AIA by the Contractor's list of or corrected, as verified by CONTRACT CLOSEOUT 87:18 01700-1 so notify the Contrac- reasons therefore. notify the Architect the Work. the Work is substanti- "Certificate of Sub - form G704, accompanied items to be completed the Architect. b. The Architect will submit the Certificate to the Owner and to the Contractor for their written ac- ceptance of the responsibilities assigned to them in the Certificate. B. Final Completion: 1. Prepare and submit the notice required by the first sentence of Paragraph 9.9.1 of the General Conditions. 2. Verify that the Work is complete including, but not necessarily limited to, the items mentioned in Para- graph 9.9.2 of the General Conditions. 3. Certify that: a. Contract Documents have been reviewed; b. Work has been inspected for compliance with the Contract Documents; C. Work has been completed in accordance with the Contract Documents; d. Equipment and systems have been tested as re- quired, and are operational; e. Work is completed and ready for final inspection. 4. The Architect will make an inspection to verify status of completion. 5. Should the Architect determine that the Work is incom- plete or defective: a. The Architect promptly will so notify the Contrac- tor, in writing, listing the incomplete or defec- tive work. b. Remedy the deficiencies promptly, and notify the Architect when ready for reinspection. 6. When the Architect determines that the Work is accep- table under the Contract Documents, he will request the Contractor to make closeout submittals. C. Closeout submittals include, but are not necessarily lim- ited to: 1. Project Record Documents described in Section 01720; 2. Operation and maintenance data for items so listed in pertinent other Sections of these Specifications, and for other items when so directed by the Architect; 3. Warranties and bonds; 4. Keys and keying schedule; 5. Spare parts and materials extra stock; 6. Evidence of compliance with requirements of governmen- tal agencies having jurisdiction including, but not necessarily limited to: a. Certificates of Inspection; b. Certificates of Occupancy; 7. Certificates of Insurance for products and completed operations; 8. Evidence of payment and release of liens; 9. List of subcontractors, service organizations, and principal vendors, including names, addresses, and CONTRACT CLOSEOUT 87:18 01700-2 telephone numbers where they can be reached for emer- gency service at all times including nights, weekends, and holidays. D. Final adjustment of accounts: 1. Submit a final statement of accounting to the Archi- tect, showing all adjustments to the Contract Sum. 2. If so required, the Architect will prepare a final Change Order showing adjustments to the Contract Sum which were not made previously by Change Orders. 1.4 INSTRUCTION A. Instruct the Owner's personnel in proper operation and maintenance of systems, equipment, and similar items which were provided as part of the Work. END OF SECTION CONTRACT CLOSEOUT 87:18 01700-3 SECTION 01710 CLEANING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Throughout the construction period, main- tain the buildings and site in a standard of cleanliness as described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. In addition to standards described in this Section, comply with requirements for cleaning as described in pertinent other Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Conduct daily inspection, and more often if necessary, to verify that requirements for cleanliness are being met. B. In addition to the standards described in this Section, comply with pertinent requirements of governmental agen- cies having jurisdiction. PART 2 - PRODUCTS 2.1 CLEANING MATERIALS AND EQUIPMENT A. Provide required personnel, equipment, and materials need- ed to maintain the specified standard of cleanliness. 2.2 COMPATIBILITY A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material. CLEANING 87:18 01710-1 PART 3 - EXECUTION 3.1 PROGRESS CLEANING A. General: 1. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials. 2. Do not allow accumulation of scrap, debris, waste material, and other items not required for construc- tion of this Work. 3. At least twice each month, and more often if neces- sary, completely remove all scrap, debris, and waste material from the job site. 4. Provide adequate storage for all items awaiting remov- al from the job site, observing requirements for fire protection and protection of the ecology. B. Site: 1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, inspect all ar- rangements of materials stored on the site. Restack, tidy, or otherwise service arrangements to meet the requirements of subparagraph 3.1-A-1 above. 3. Maintain the site in a neat and orderly condition at all times. C. Structures: 1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and a hand-held broom. 3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using equipment and materials required to achieve the neces- sary cleanliness. 4. Following the installation of finish floor materials, clean the finish floor daily (and more often if neces- sary) at all times while work is being performed in the space in which finish materials are installed. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from foreign CLEANING 87:18 01710-2 material which, in the opinion of the Architect, may be injurious to the finish floor material. 3.2 FINAL CLEANING A. "Clean," for the purpose of this Article, and except as may be specifically provided otherwise, shall be interpre- ted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described in Article 3.1 above. C. Site: 1. Unless otherwise specifically directed by the Archi- tect, broom clean paved areas on the site and public paved areas adjacent to the site. 2. Completely remove resultant debris. D. Structures: 1. Exterior: a. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed materials from adja- cent surfaces. C. If necessary to achieve a uniform degree of clean- liness, hose down the exterior of the structure. d. In the event of stubborn stains not removable with water, the Architect may require light sandblast- ing or other cleaning at no additional cost to the Owner. 2. Interior: a. Visually inspect interior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed material from adja- cent surfaces. C. Remove paint droppings, spots, stains, and dirt from finished surfaces. 3. Glass: Clean inside and outside. 4. Polished surfaces: To surfaces requiring routine ap- plication of buffed polish, apply the polish recom- mended by the manufacturer of the material being pol- ished. E. Schedule final cleaning as -approved by the Architect to enable the Owner to accept a completely clean Work. CLEANING 87:18 01710-3 3.3 CLEANING DURING OWNER'S OCCUPANCY A. Should the Owner occupy the Work or any portion thereof �- prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning shall be as determined by the Architect in accor- dance with the General Conditions of the Contract. END OF SECTION CLEANING 87:18 01710-4 SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: 1. Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents, as de- scribed in Article 3.1 below. 2. Upon completion of the Work, transfer the recorded changes to a set of Record Documents, as described in Article 3.2 below. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Other requirements affecting Project Record Documents may appear in pertinent other Sections of these Speci- fications. 1.2 QUALITY ASSURANCE A. Delegate the responsibility for maintenance of Record Doc- uments to one person on the Contractor's staff as approved by the Architect. B. Accuracy of records: 1. Thoroughly coordinate changes within the Record Docu- ments, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C. Make entries within 24 hours after receipt of information that the change has occurred. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. PROJECT RECORD DOCUMENTS 87'18 01720-1 B. The Architect's approval of the current status of Project Record Documents may be a prerequisite to the Architect's approval of requests for progress payment and request for final payment under the Contract. C. Prior to submitting each request for progress payment, se- cure the Architect's approval of the current status of the Project Record Documents. D. Prior to submitting request for final payment, submit the final Project Record Documents to the Architect and secure his approval. 1.4 PRODUCT HANDLING A. Maintain the job set of Record Documents completely pro- tected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. B. In the event of loss of recorded data, use means necessary to again secure the data to the Architect's approval. 1. Such means shall include, if necessary in the opinion of the Architect, removal and replacement of conceal- ing materials. 2. In such case, provide replacements to the standards originally required by the Contract Documents. PART 2 - PRODUCTS 2.1 RECORD DOCUMENTS A. Job set: Promptly following receipt of the Owner's Notice to Proceed, secure from the Architect at no charge to the Contractor one complete set of all Documents comprising the Contract. B. Final Record Documents: At a time nearing the completion of the Work, secure from the Architect at no charge to the Contractor one complete set of sepia transparencies of all Drawings in the Contract. PART 3 - EXECUTION 3.1 MAINTENANCE OF JOB SET A. Immediately upon receipt of the job set described in Para- graph 2.1-A above, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET." PROJECT RECORD DOCUMENTS 87:18 01720-2 B. Preservation: 1. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be per- formed, devise a suitable method for protecting the job set to the approval of the Architect. 2. Do not use the job set for any purpose except entry of new data and for review by the Architect, until start of transfer of data to final Project Record Documents. 3. Maintain the job set at the site of Work as that site is designated by the Architect. C. Making entries on Drawings: 1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. 2. Date all entries. 3. Call attention to the entry the area or areas affected. 4. In the event of overlapping colors for the overlapping by a "cloud" drawn around changes, use different changes. D. Make entries in the pertinent other Documents as approved by the Architect. E. Conversion of schematic layouts: 1. In some cases on the Drawings, arrangements of con- duits, circuits, piping, ducts, and similar items, is shown schematically and is not intended to portray precise physical layout. a. Final physical arrangement is determined by the Contractor, subject to the Architect's approval. b. However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. 2. Show on the job set of Record Drawings, by dimension accurate to within one inch, the centerline of each run of items such as are described in subparagraph 3.1-E-1 above. a. Clearly identify the item by accurate note such as "cast iron drain," "galv. water," and the like. b. Show, by symbol or note, the vertical location of the item ("under slab," "in ceiling plenum," "ex- posed," and the like). c. Make all identification sufficiently descriptive that it may be related reliably to the Specifica- tions. 3. The Architect may waive the requirements for conver- sion of schematic layouts where, in the Architect's judgment, conversion serves no useful purpose. How - PROJECT RECORD DOCUMENTS 87:18 01720-3 ever, do not rely upon waivers being issued except as specifically issued in writing by the Architect. 3.2 FINAL PROJECT RECORD DOCUMENTS A. The purpose of the final Project Record Documents is to provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modifi- cation of the Work to proceed without lengthy and expen- sive site measurement, investigation, and examination. B. Approval of recorded data prior to transfer: 1. Following receipt of the transparencies described in Paragraph 2.1-B above, and prior to start of transfer of recorded data thereto, secure the Architect's ap- proval of all recorded data. 2.. Make required revisions. C. Transfer of data to Drawings: 1. Carefully transfer change data shown on the job set of Record Drawings to the corresponding transparencies, coordinating the changes as required. 2. Clearly indicate at each affected detail and other Drawing a full description of changes made during con- struction, and the actual location of items described in subparagraph 3.1-E-1 above. 3. Call attention to each entry by drawing a "cloud" a- round the area or areas affected. 4. Make changes neatly, consistently, and with the proper media to assure longevity and clear reproduction. D. Transfer of data to other Documents: 1. If the Documents other than Drawings have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the Arch- itect, the job set of those Documents other than Draw- ings will be accepted as final Record Documents. 2. If any such Document is not so approved by the Archi- tect, secure a new copy of that Document from the Architect at the Architect's usual charge for repro- duction and handling, and carefully transfer the change data to the new copy to the approval of the Architect. E. Review and submittal: 1. Submit the completed set of Project Record Documents to the Architect as described in Paragraph 1.3-D above. 2. Participate in review meetings as required. 3. Make required changes and promptly deliver the final Project Record Documents to the Architect. PROJECT RECORD DOCUMENTS 87:18 01720-4 3.3 CHANGES SUBSEQUENT TO ACCEPTANCE A. The Contractor has no responsibility for recording changes in the Work subsequent to Final Completion, except for changes resulting from work performed under Warranty. END OF SECTION PROJECT RECORD DOCUMENTS 87.18 01720-5 SECTION 02070 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Carefully demolish and remove from the site those items scheduled to be so demolished and removed. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 01045: Cutting and patching. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 DEMOLITION A. By careful study of the Contract Documents, determine the location and extent of selective demolition to be per- formed. SELECTIVE DEMOLITION 87'18 02070-1 B. In company with the Architect, visit the site and verify the extent and location of selective demolition required. 1. Carefully identify limits of selective demolition. 2. Mark interface surfaces as required to enable workmen also to identify items to be removed and items to be left in place intact. C. Prepare and follow an organized plan for demolition and re- moval of items. 1. Shut off, cap, and otherwise protect existing public utility lines in accordance with the requirements of the public agency or utility having jurisdiction. 2. Completely remove items scheduled. to be so demolished and removed, leaving surfaces clean, solid, and ready to receive new materials specified elsewhere. 3. In all activities, comply with pertinent regulations of governmental agencies having jurisdiction. D. Demolished material shall be considered to be property of the Contractor and shall be completely removed from the job site. E. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. 3.3 REPLACEMENTS `o...11 A. In the event of demolition of items not so scheduled to be demolished, promptly replace such items to the approval of the Architect and at no additional cost to the Owner. END OF SECTION SELECTIVE DEMOLITION 87:18 02070-2 j. SECTION 02220 EXCAVATING, BACKFILLING, AND COMPACTING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Excavate, backfill, compact, and grade the site to the elevations shown on the Drawings, as specified herein, and as needed to meet the requirements of the con- struction shown in the Contract Documents. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of. these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work of this Section in a timely manner. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. Fill and backfill materialLs: 1. Provide soil materials free from organic matter and deleterious substances,'containing no rocks or lumps over 6" in greatest dimension, and with not more than EXCAVATING, BACKF[LLING, AND COMPACTING 87:18 02220-1 15% of the rocks or lumps larger than 2-3/8" in their greatest dimension. 2. Fill material is subject to the approval of the soil engineer, and is that material removed from excavations or imported from off-site borrow areas, predominantly granular, non -expansive soils free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 1" in the upper 12" of fill or embankment. 4. Cohesionless material used for structural backfill: Provide sand free from organic material and other for- eign matter, and as approved by the soil engineer. 5. Where granular base is called for under building slabs, provide aggregate complying with requirements of Sec tion 03300 of these Specifications. 2.2 WEED KILLER A. Provide a dry, free-flowing, dust -free chemical compound, soluble in water, capable of inhibiting growth of vegeta- tion, and approved for use on this Work by governmental agencies having jurisdiction. 2.3 TOPSOIL A. Where and if shown on the Drawings or otherwise required, provide topsoil consisting of friable, fertile soil of loamy character, containing an amount of organic matter normal to the region, capable of sustaining healthy plant life, and reasonably free from subsoil, roots, heavy or stiff clay, stones larger than 2" in greatest dimension, noxious weeds, sticks, brush, litter, and other deleterious matter. B. Obtain topsoil from sources within the project limits, or provide imported topsoil obtained from sources outside the project limits, or from both sources. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-2 to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 FINISH ELEVATIONS AND LINES A. Comply with pertinent provisions of Section 01050. 3.3 PROCEDURES A. Utilities: 1. Unless shown to be removed, protect active utility lines shown on the Drawings or otherwise made known to the Contractor prior to excavating. If damaged, repair or replace at no additional cost to the Owner. 2. If active utility lines are encountered, and are not shown on the Drawings or otherwise made known to the Contractor, promptly take necessary steps to assure that service is not interrupted. 3. If service is interrupted as a result of work under this Section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this Sec- tion, immediately notify the Architect and secure his instructions. 5. Do not proceed with permanent relocation of utilites until written instructions are received from the Archi- tect. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the Work, and post warning lights on property adja- cent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this Section. C. Dewatering: 1. Remove all water, including rain water, encountered during trench and sub -structure work to an approved lo- cation by pumps, drains, and other approved methods. 2. Keep excavations and site construction area free from water. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to adjacent areas at all times. EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-3 3. 3 EXCAVATING A. Perform excavating of every type of material encountered within the limits of the Work to the lines, grades, and el- evations indicated and specified herein. B. Satisfactory excavated materials: 1. Transport to, and place in, fill or embankment areas within the limits of the Work. C. Unsatisfactory excavated materials: 1. Excavate to a distance below grade and replace with satisfactory materials. 2. Include excavation of unsatisfactory materiels, and re- placement by satisfactory materials, as parts of the wurk of this Section. D. Surplus materials: 1. Dispose of unsatisfactory excavated material, and sur- plus satisfactory excavated material, away from the site at disposal areas arranged and paid for by the Contractur. E. Excavate and backfill in a manner and sequence that will provide proper drainage at all times. F. Borrow: 1. Obtain material required for fill or embankment in excess of that produced within the grading limits of the Work from borrow areas selected and paid for by the Contractor. G. Unauthorized excavation: 1. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific instructions from the Architect 2. Under footings, foundations, or retaining walls: a. Fill unauthorized excavations by extending the in- dicated bottom elevation of the footing or base to the excavations bottom, without altering the re- quired top elevation. 3. Elsewhere, backfill and compact unauthorized excava- tions as specified for authorized excavations. EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-4 H. Stability of excavations: 1. Slope sides of excavations to 1:1 or flatter.. 2. Shore and brace where sloping is not possible because of space restrictions or stability of the materials being excavated. 3. Maintain sides and slopes of excavations in a safe con- dition until completion of backfillil►g. I. Shoring and bracing: 1. Provide materials for shoring and brac.inq as may be necesary for safety of personnel, protection of work, and compliance with requirements of governmental agen- cies having jurisdiction. 2. Maintain shoring and bracing in excavations regardless of the time period excavations will be open. 3. Carry shoring and bracing down as excavation progresses. J. Excavating for structures: 1. Conform to elevations and dimensions shown within a tolerance of 0.10 ft, and extending a sufficient dis- tance from footings and foundations to permit placing and removing concrete formwork, installation of ser- vices, other construction required, and for inspection. 2. In excavating for footings and foundations, take care not to disturb bottom of excavation: a. Excavate by hand tools to final grade just before concrete is placed. b. Trim bottoms to required lines and grades to leave solid base to receive concrete. EXCAVATING, BACKPILLING, AND COMPACTING 87:18 02220-5 3. Excavate for footings and foundations only after gen- eral site excavating, filling, and grading are complete. K. Excavating for pavements: 1. Cut surface under pavements to comply with cross sec- tions, elevations, and grades. L. Cold weather protection: 1. Protect excavation bottoms a,,.jainst freezing when atmos- pheric temperature is less than 35 degrees F. 3.4 FILLING AND BACKFILLING A. General: 1. For each classification listed below, place acceptable soil material in layers to requirgd subgrade elevations. 2. In excavations: a. Use satisfactory excavated or borrow material. 3. Under asphalt pavements: a. Use subbase materials. 4. Under building slabs: a. Use granular fill, if so called for on the Drawings, complying with aggregate acceptable under Section 03300 of these Specifications. B. Backfill excavations as promptly as progress of the Work permits, but not until completion of the following. 1. Acceptance of construction below finish grade including, _ where applicable, dampproofing and waterproofing. 2. Inspecting, testiny, approving, and recording locations of underground utilities. 3. Removing concrete formwork. 4. Removing shoring and bracing, and backfilling of voids with satisfactory materials. 5. Removing trash and debris. 6. Placement of horizontal bracing on horizontally suppor- ted walls. C. Ground surface preparation: 1. Remove vegetation, debris, unsatisfactory soil materi- als, obstructions, and deleterious matter from ground surface prior to placement of fills. 2. Plow, strip, or break up sloped surfaces steeper than one vertical to four horizontal so that fill material will bond with existing surface. 3. When existing ground surface has a density less than that specified under "compacting" for the particular area, break up the ground surface, pulverize, moisture - condition to the optimum moisture content, and compact to required depth and percentage of maximum density. EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-6 D. Placing and compacting: 1. Place backfill and fill materials in layers not more than 8" in loose depth. 2. Before compacting, moisten or aerate each layer as nec- essary to provide the Optimum moisture content. 3. Compact each layer to required percentage of maximum density for area. 4. Do not place backfill or fill material on surfaces that are muddy, frozen, or containing frost or ice. 5. Place backfill and fill materials evenly adjacent to structures, to required elevations. 6. Take care to prevent wedging action of backfill against structures by carrying the material uniformly around the structure to approximately the same elevation in each lift. 7. Where the construction includes basement or other under- ground walls having structural floors over them, do not backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. 3.5 GRADING A. General: 1. Uniformly grade the areas within limits of grading un- der this Section, including adjacent transition areas. 2. Smooth the finished surfaces within specified tolerance. 3. Compact with uniform levels or slopes between points where elevations are shown on the Drawings, or between such point:.; and existing grades. 4. Where a change of slope is indicated on the Drawings, construct a rolled transition section having a minimum radius of approximately 810", unless adjacent construc- tion will not permit such a transition, or if such a transition defeats positive control of drainaye. B. Grading outside building lines: 1. Grade areas adjacent to buildings to achieve drainage away from the structures, and to Pro vent ponding. 2. finish the surfaces to be free from irregular surface changes, and: a. Shape the surface of areas scheduled to be under walks to line, grade, and cross-section, with fin- ished surface not more than 0.10 ft above or below the required subgrade elevation. b. Shape the surface of areas scheduled to be under pavement to line, grade, and cross-section, with finished surface not more than 0.05 ft above or be- low the required subgrade elevation. EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-7 3. u COMPACTING A. Control soil compaction► during construction to provide the minimum percentage of density specified for each area as delormined according to ASTM D1557. :3. Provide not less than the following maximum density of soil material compacted at optimum moisture content for the ac- tual density of each layer of soil material in place, and as approved by the'soil engineer. 1. Structures: a. Compact the top 8" of subgrade and cacti layer of fill material or backfill material at 90% of maxi- mum density. 2. Lawn and unpaved areas: a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 90% of maxi- mum density. b. Compact the upper 12" of filled areas, or natural soils exposed by excavating, at 85% of maximum den- sity. 3. Walks: a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 900- of maxi- mum density. 4. Pavements: a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 90`5 of maxi- mum density. C. Moisture control: 1. Where subgrade or layer of soil material must be moisture -conditioned before compacting, uniformly apply water to surface of subgrade or layer of soil material to prevent free water appearing on surface during or subsequent to compacting operations. 2. Remove and replace, or scarify and air dry, soil mate- rial that is too wet to permit compacting to the speci- fied density. 3.7 MAINTENANCE A. Protection of newly graded areas: 1: Protect newly graded areas from traffic and erosion, and keep free from trash and weeds; 2. Repair and reestablish grades in settled, eroded, and rutted areas to the specified tolerances. B. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify the surface, reshape, and compact to the required density prior to further construction. END OF SECTION EXCAVATING, BACKFILLING, AND COMPACTING 87:18 02220-8 SECTION 03300 CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide cast -in-place concrete, including formwork and reinforcement, where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of *killed workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Comply with "Specifications for Structural Concrete for Buildings," ACI 301, except as may be modified herein. C. Provide access for, and cooperate with, the inspector and testing laboratory described in Section 01410 of these Specifications. 87:18 CAST -IN-PLACE CONCRETE 03300-1 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 FORMS A. Design, erect, support, brace, and maintain formwork so it will safely support vertical and lateral loads which might be applied until such loads can be supported safely by the concrete structure. B. Construct forms to the exact sizes, shapes, lines, and di- mensions shown, and as required to obtain accurate align- ment, location, grades, and level and plumb work in the finished structure. 2.2 MOISTURE BARRIER A. Where so indicated on the Drawings, provide a moisture bar- rier consisting of: .1. Four inches of clean dry sand, evenly spread as a cush- ion; 2. "Visqueen" or equal 6 mil thick plastic sheeting, with all joints taped and sealed; 3. Two inches of clean dry sand, evenly spread on top of the installed plastic sheeting. 2.3 REINFORCEMENT A. Comply with the following as minimums: 1. Bars: ASTM A615, grade 40 unless otherwise shown on the Drawings, using deformed bars for number 3 and larger; 2. Welded wire fabric: ASTM A185; 3. Bending: ACI 318. B. Fabricate reinforcement to the required shapes and dimen- sions, within fabrication tolerances stated in the CRSI "Manual of Standard Practices." C. Do not use reinforcement having any of the following de- fects: 1. Bar lengths, depths, or bends exceeding the specified fabricating tolerances; 2. Bends or kinks not indicated on the Drawings or re- quired for this Work; 3. Bars with cross-section reduced due to excessive rust or other causes. CAST -IN-PLACE CONCRETE 87:18 03300-2 2.4 CONCRETE A. Comply with the following as minimums: 1. Portland cement: ASTM C150, type I or II, low alkali. 2. Aggregate, general: a. ASTM C30, uniformly graded and clean; b. Do not use aggregate known to cause excessive shrinkage. 3. A,Idregate, coarse: Crushed rock or washed gravel with minimum size between 3/4" and 1-1/2", and with a maximum size number 4. 4. Aggregate, fine: Natural washed sand of hard and dura- ble particles varying from fine to particles passing a 3/8" screen, of which at least 12% shall pass a 50 -mesh screen. 5. Water: Clean and potable. B. Provide concrete with the compressive strengths shown on the Drawings. When such strengths are not shown on the Drawings, provide the following as minimums: 1. Concrete footings 3000 psi 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 87:18 CAST -IN-PLACE CONCRETE 03300-3 3.2 REINFORCING A. Comply with the followin(, as well as the specified stan- dards, for details and methods of reinforcing placement and supports. 1. Clean reinforcement and remove loose dust and mill scale, earth, and other materials which reduce bond or destroy bond with cuncrute. 2. Position, support, and secure reinforcement against displacement by forms, construction, and the concrete placement operations. 3. Place reinforcement to obtain the required coverages for concrete protection. 4. Install welded wire fabric in as long lengths as prac- ticable, lapping adjoining pieces one full mesh mini- mum. 5. Unless otherwise shown on the Drawings, or required by governmental agencies having jurisdiction, lap bars 24 diameters minimum. 3.3 L:MBEDDED 1TEMS A. 1)o not embed piping, other than electrical conduit, in :structural concrete. 1. locate conduit to maintain maximum strength of the structure. Increase the thickness of the concrete if the outside • diameter of the conduit exceeds 30% of the thickness of the concrete. B. set bolts, inserts, and other required items in the con- crete, accurately secured so they will not be displaced, and in the precise locations needed. 3.4 MIXING CONCRETE A. Transit mix the concrete in accordance with provisions of ASTM C94. B. Mixing water: 1. At the batch plant, withhold 2-1/2 gal of water per cu yd of concrete. 2. Upon arrival at the job site, add all. or part of the withheld water (as required for proper slump) before the concrete is discharged from the mixer. 3. Mix not less than five minutes after the wtt.hheld water has been added, and not less than one minute of that time immediately prior to discharge of the batch. 4. Unless otherwise directed, provide 15 minutes total mixing time per batch after first addition of water. CAST -IN-PLACE CONCRETE 87:18 03300-4 C. Do not use concrete that has stood for over 30 minutes af- ter leaving the mixer, or concrete that is not placed with- in 60 minutes after water is first introduced into the mix. 3.5 PLACING CONCRETE A. Preparation: 1. Remove foreign matter accumulated in the forms. 2. Rigidly close openings left in the formwork. 3. Wet- wood forms sufficiently to tighten up cracks. Wet other material sufficiently to maintain workability of the concrete. 4. Use only clean tools. B. Conveying: 1. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic. 2. Deposit concrete as nearly as practicable in its final location so as to avoid separation due to rehandling and flowing. 3. Do not use concrete which becomes non -blastic and un- workable, or does not meet required quality control limits, or has been contaminated by foreign mal.er.ials. 4. lZomove rejected coneret� _frum_the joU__;;ite_. 87:18 CAST -IN-PLACE CONCRETE 03300-5 3. 6 JOINTS A. Construction joints: 1. Do not use horizontal construction joints except as may be shown on the Drawings. 2. If additional construction joints are found to be re- quired, secure the Architect's approval of joint design and location prior to start of concrete placement. 13. r;xr)ansion joints: 1. Do not permit reinforcement or other embedded metal items that are being bonded with concrete (except dowels .in floors bonded on only one side of the joints) to ex- tend continuously through any expansion joint. 2. Fill expansion joints full depth with expansion joint material approved by the Architect. END OF SECTION 87:18 CAST -IN-PLACE CONCRETE 03300-6 SECTION 04220 CONCRETE UNIT MASONRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide concrete unit masonry where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. Product to match existing. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specifiedrequirements. 3. Samples of the products proposed to_ be used. CONCRETE UNIT MASONRY 87'18 04220-1 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. B. Store masonry units above ground on level platforms which allow air circulation under the stacked units. C. Cover.and protect against wetting prior to use. PART 2 - PRODUCTS 2.1 CONCRETE MASONRY UNITS A. Provide Concrete Masonry Units of the same type, color and texture as those existing. B. Dimensions: Provide Concrete Masonry Units of the same dimensions as those existing. C. Provide accessory shapes as indicated or otherwise re- quired. 2.2 REINFORCEMENT AND ACCESSORIES A. Comply with the following as minimums. 1. Bars: ASTM A615, grade 40, unless otherwise shown on the Drawings, using deformed bars for number 3 and larger. 2. Bending: ACI 318. 3. Wire reinforcement: ASTM A82. B. Fabricate reinforcement in accordance with recommendations contained in CRSI "Manual of Standard Practices." 2.3 MORTAR A. Ingredients: 1. Portland cement: Comply with ASTM C150, type I. 2. Lime: a. Provide hydrated lime complying with ASTM C207, or quicklime complying with ASTM C5. b. When quicklime is used, slake and then screen through a 16 mesh sieve. After slaking and CONCRETE UNIT MASONRY 87:18 04220-2 screening, but before using, store and protect for not less than ten days. 3. Aggregate: Provide clean, sharp, well graded aggregate free from injurious amounts of dust, lumps, shale, al- kali, surface coatings, and organic matter, and comply- ing with ASTM C144. 4. Admixtures: Do not use admixtures unless specifically approved in advance by the Architect. 5. Water: Provide water free from deleterious amounts of acids, alkalis, and organic materials. B. Mixing: 1. Provide mortar type "M" or type "S", as designated on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C270. 2. Proportions: a. For type "M" mortar, provide one part portland ce- ment to 1/4 part hydrated lime and 3-3/4 parts sand by volume. b. For type "S" mortar, provide one part portland ce- ment to 1/2 part hydrated lime and 4-1/2 parts sand by volume. 3. Mechanically mix in a batch mixer for not less than three minutes, using only sufficient water to produce a mortar which is spreadable and of a workable consistency. 4. Retemper mortar with water as required to maintain high plasticity. a. On mortar boards, retemper only by adding water within a basin formed with mortar, and by working the mortar into the water. b. Discard and do not use mortar which is unused after 1-1/2 hours following initial mixing. 2.4 GROUT A. Ingredients: 1. Portland cement: Comply with ASTM C150, type I. 2. Aggregate: Provide clean, sharp, well graded aggregate free from injurious amounts of dust, lumps, shale, al- kali, surface coatings, and organic matter. 3. Admixtures: Do not use admixtures unless specifically approved in advance by the Architect. 4. Water: Provide water free from injurious amounts of acids, alkalis, and organic materials. B. Mixing: 1. Provide "fine grout" or "coarse grout" as designated on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C476. 2. When the minimum grout compressive strength is required to be more than 2000 psi, provide laboratory design mix CONCRETE UNIT MASONRY £37:18 04220-3 prepared as required for design mixes of concrete under Section 03300 of these Specifications. 3. Proportions: a. For "fine grout," provide one part portland cement to 2-1/4 parts minimum to 3 parts maximum of damp loose sand, with sufficient water to achieve fluid consistency. b. For "coarse grout," provide one part portland cement to 3 parts maximum of damp loose sand to two parts coarse aggregate, with sufficient water to achieve fluid consistency. 4. "Fluid consistency" is interpreted as meaning as fluid as possible for pouring intimately in place without segregation. C. Use "fine grout" where called for on the Drawings, where the grout space is less than 3" in its least dimension, and where otherwise directed by the Architect or required by governmental agencies having jurisdiction. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 ENVIRONMENTAL CONDITIONS A. Do not place masonry units when air temperature is below 40 degrees F. B. Protect masonry construction from direct exposure to wind and sun when erected in ambient air temperature of 99 de- grees F in the shade, with relative humidity less than 500. 3.3 INSTALLATION A. General 1. Do not commence installation of the work of this Sec- tion until horizontal and vertical alignment of founda- tion is within 1" of plumb and the lines shown on the Drawings. 2. Lay only dry masonry units. 3. Use masonry saws to cut and fit masonry units. 4. Set units plumb, true to line, and with level courses accurately spaced. 5. Clean the top surface of foundation free from dirt, de- bris, and laitance, and expose the aggregate prior to start of installing first course. CONCRETE UNIT MASONRY 87:.8 04220-4 6. Keep the walls continually clean, preventing grout and mortar stains. If grout does run over, clean immediately. B. Unless otherwise shown on the Drawinqs, provide running bond with vertical joints, to match existing. C. Do not use chipped or broken units. If such units are dis- covered in the finished wall, the Architect may require their immediate removal and replacement with new units at no additional cost to the Owner. D. Laying up: 1. Place units in mortar with full shoved bed and head joints. 2. Align vertical cells of hollow units to maintain a clear and unobstructed system of flues. 3. Hold racking to an absolute minimum. 4. Provide cleanouts at the bottom of each cell of hollow units for removing mortar droppings. Do not close the cleanouts until they have been inspected and approved by the Architect. E. Reinforcement: 1. Provide reinforcement as shown on the Drawings, fully embedded in grout and not in mortar or mortar joints. 2. Provide required metal accessories to ensure adequate alignment of steel during grout filling operations. F. Tooling: 1. Tool joints to a dense, smooth surface. 2. Unless otherwise shown on the Drawings, provide joints which match existing 3.4 GROUTING A. Perform grouting in strict accordance with the provisions of the governing building code. 1. Solidly fill vertical cells containing reinforcement. 2. Consolidate grout at time of pour by puddling with a mechanical vibrator, filling all cells of the masonry, and then reconsolidating later by puddling before the plasticity is lost. 3.5 CLEANING A. Inspection and adjustment: 1. Upon completion of the work of this Section, make a thorough inspection of installed masonry and verify that units have been installed in accordance with the provisions of this Section. CONCRETE UNIT MASONRY 87:18 04220-5 2. Make necessary adjustments. B. Clean surfaces of masonry as required for proper applica- tion of the specified finishes. END OF SECTION CONCRETE UNIT MASONRY 87:18 04220-6 SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide miscellaneous metal work shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Perform shop and/or field welding required in connection with the work of this Section in strict accordance with pertinent recommendations of the American Welding Society. 1.3 SUBMITTALS 87:18 A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. METAL FABRICATIONS 05500-1 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS A. In fabricating items which will be exposed to view, limit materials to those which are free from surface blemishes, pitting, rolled trade names, and roughness. B. Comply with following standards, as pertinent. 1. Steel plates, shapes, and bars: ASTM A36; 2. Steel plates to be bent or cold -formed: ASTM A283, grade C; 3. Steel tubing (hot -formed, welded, or seamless): ASTM A501; 4. Steel bars and bar -size shapes: ASTM A306, grade 65, or ASTM A36; 5. Cold -finished steel bars: ASTM A108; 6. Cold -rolled carbon steel sheets: ASTM A336; 7. Galvanized carbon steel sheets: ASTM A526, with G90 zinc coating in accordance with ASTM A525; 8. Stainless steel sheets: AISI type 302 or 304, 24 gage, with number 4 finish; 9. Gray iron castings: ASTM A48, class 10; 10. Malleable iron castings: ASTM A47; 11. Steel pipe: ASTM A53, grade A, schedule 40, black finish unless otherwise noted; 12. Concrete inserts: a. Threaded or wedge type galvanized ferrous castings of malleable iron complying with ASTM A27; b. Provide required bolts, shims, and washers, hot- dip galvanized in accordance with ASTM A153. 2.2 FASTENERS A. General: 1. For exterior use and where built into exterior walls, provide stainless steel fasteners. 2. Provide fasteners of type, grade, and class required for the particular use. B. Comply with following standards as pertinent. 1. Bolts and nuts: Provide hexagon -head regular type complying with ASTM A307, grade A; 2. Lag bolts: Provide square -head type complying with Fed Spec FF -B-561; 3. Machine screws: Provide cadmium plated steel type complying with Fed Spec FF -S-111; M METAL FABRICATIONS 87:18 05500-2 i 4. Washers: a. Plain washers: Comply with Fed Spec FF -W-92, round, carbon steel; b. Lock washers: Comply with Fed Spec FF -W-84, heli- cal spring type carbon steel; 5. Toggle bolts: Provide type, class, and style needed but complying with Fed Spec FF -B-588; 6. Anchorage devices: Provide expansion shield complying with Fed Spec FF -S-325. 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. 2.4 SHOP PAINT A. Primer: Use "10-99 Tnemec Primer" or "Rustoleum Number 5769 Primer." B. For repair of galvanizing, use a high zinc -dust content paint complying with MIL -P-21035. 2.5 FABRICATION A. Except as otherwise shown on the Drawings or the approved Shop Drawings, use materials of size, thickness, and type required to produce reasonable strength and durability in the work of this Section. B. Fabricate with accurate angles and surfaces which are true to the required lines and levels, grinding exposed welds smooth and flush, forming exposed connections with hair- line joints, and using concealed fasteners wherever pos- sible. C. Prior to shop painting or priming, properly clean metal surfaces as required for the applied finish and for the proposed use of the item. D. On surfaces inaccessible after assembly or erection, apply two coats of the specified primer. Change color of second coat to distinguish it from the first. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental 87:18 METAL FABRICATIONS 05500-3 to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for in- terface with the work of this Section. 3.3 INSTALLATION A. General: 1. Set work accurately into position, plumb, level, true, and free from rack. 2. Anchor firmly into position. 3. Where field welding is required, comply with AWS recommended procedures of manual -shielded metal -arc welding for appearance and quality of weld and for methods to be used in correcting welding work. 4. Grind exposed welds smooth, and touchup shop prime coats. 5. Do not cut, weld, or abrade surfaces which have been hot -dip galvanized after fabrication and which are in- tended for bolted or screwed field connections. B. Immediately after erection, clean the field welds, bolted connections, and abraded areas of shop priming. Paint the exposed areas with same material used for shop priming. END OF SECTION METAL FABRICATIONS 87:18 05500-4 SECTION 06010 LUMBER PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide wood, nails, bolts, screws, framing anchors and other rough hardware, and other items required for rough and finish carpentry as shown on the Drawings, specified herein, and needed for a complete and proper in- stallation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specification. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Codes and standards: 1. In addition to complying with pertinent codes and regu- lations of governmental agencies having jurisdiction, unless otherwise specifically directed or permitted by the Architect comply with: a. "Product Use Manual" of the Western Wood products Association for selection and use of products in- cluded in that manual b. "Plywood Specification and Grade Guide" of the American Plywood Association; C. "Standard Specifications for Grades of California Redwood Lumber" of the Redwood Inspection Bureau for Redwood, when used. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. B. Protection: 1. Deliver the materials to the job site and store, in a LUMBER 8718 06010-1 safe area, out of the way of traffic, and shored up off the ground surface. 2. Identify framing lumber as to grades, and store each grade separately from other grades. 3. Protect metals with adequate waterproof outer wrapping. 4. Use extreme -care in off loading of lumber to prevent damage, splitting, and breaking of materials. PART 2 - PRODUCTS 2.1 GRADE STAMPS A. Identify framing lumber by the grade stamp of the West Coast Lumber Inspection Bureau, or such other grade stamp aG ; q Annvnin-8 in advance by the Architect. C. Identify other materials of this Section by the appropriate stamp of the agency approved in advance by the Architect. 2.2 MATERIALS A. Provide materials in the quantities needed for the Work shown on the Drawings, and meeting or exceeding the follow- ing standards of__quality: 1. Window frames in masonry openings: Southern Yellow Pine Chromated Copper Arsenate (CCA) treated to a retention value of .40 lbs./cu.ft. 2. Roof Trellis: Western red cedar or redwood, tight knot construction grade"B" or better, air -seasoned with smooth face on all four sides. All lumber used to be of the same species. 3. Interior Trim: Ponderosa Pine, clam shell, 11/16" x 2-1/4". 4. Rough hardware a. Steel items: (1) Comply with ASTM A7 or ASTM A36. (2) Use galvanized at exterior locations. b. Machine bolts: Comply with ASTM A307. C. Lag bolts: Comply with Fed Spec FF -B-561. d. Nails: (1) Use common except as otherwise noted; (2) Comply with Fed Spec FF -N-1; (3) Use galvanized at exterior locations. e. Joist hangers: Simpson, Teco, or equal as approved by the Architect. LUMBER 87:18 06010-2 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 DELIVERIES A. Stockpile materials sufficiently in advance of need to as- sure their availability in a timely manner for this Work. B. Make as many trips to the job site as are needed to deliver materials of this Section in a timely manner to ensure or- derly progress of the Work. 3.2 COMPLIANCE A. Do not permit materials not complying with the provisions of this Section to be brought onto or to be stored at the job site. B. Promptly remove non -complying materials from the job site and replace with materials meeting the requirements of this Section. END OF SECTION LUMBER 87:18 06010-3 SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Install wood framing as indicated on the Drawings, specified herein, and needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 06010: Lumber. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. ROUGH CARPENTRY 8718 06100-1 3.2 WORKMANSHIP A. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings and with pertinent codes and regulations. B. Selection of lumber pieces: 1. Carefully select the members. 2. Select individual pieces so that knots and obvious de- fects will not interfere with placing bolts or proper nailing, and will allow making of proper connections. 3. Cut out and discard defects which render a piece unable to serve its intended function. 4. Lumber may be rejected by the Architect, whether or not it has been installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting. C. Do not shim any framing component. 3.3 GENERAL FRAMING A. General: 1. In addition to framing operations normal to the fabri- cation and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Set horizontal and sloped members with crown up. 3. Do not notch, cut, or bore members for pipes, ducts, or conduits, or for other reasons except as shown on the Drawings or as specifically approved in advance by the Architect. B. Bearings: 1. Make bearings full unless otherwise indicated on the Drawings. 2. Finish bearing surfaces on which structural members are to rest so as to give sure and even support. 3. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 3.4 ALIGNMENT A. On framing members to receive a finished surface, align the finish subsurface to vary not more than 1/8" from the plane of surfaces of adjacent furring and framing members. 87:18 ROUGH. CARPENTRY 06110G-2 3.5 FASTENING A. Nailing: 1. Use only common wire nails or spikes of the dimension shown on the Nailing Schedule, except where otherwise specifically noted on the Drawings. 2. For conditions not covered in the Nailing Schedule provide penetration into the piece receiving the point of not less than 1/2 the length of the nail or spike, provided, however, that 16d nails may be used to con- nect two pieces of 2" (nominal) thickness. 3. Nail without splitting wood. 4. Prebore as required. 5. Remove split members and replace with members complying with the specified requirements. B. Bolting: 1. Drill holes 1/16" larger in diameter than the bolts being used. 2. Drill straight and true from one side only. 3. Do not bear bolts threads on wood, but use washers un- der head and nut where both bear on wood, and use wash- ers under all nuts. C. Screws: 1. For lag screws and wood screws, prebore holes same di- ameter as root of threads, enlarging holes to shank diameter for length of shank. 2. Screw, do not drive, lag screws and wood screws. 3.8 NAILING SCHEDULE A. Unless otherwise directed by the Architect, comply with Table 25-G and Table 25-H of the Uniform Building Code, 1979 edition. 87:18 END OF SECTION ROUGH CARPENTRY 06100-3 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Install wood trim and other items not specifically described as being installed under other Sec- tions of these Specifications. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 06010: Lumber. 3. Section 06100: Rough carpentry. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. FINISH CARPENTRY 87:18 06200-1 3.2 WORKMANSHIP A. Produce joints which are true, tight, and well nailed with _ all members assembled in accordance with the Drawings. B. Jointing: 1. Make joints to conceal shrinkage; miter exterior joints; cope interior joints; miter or scarf end-to-end joints. 2. Install trim in pieces as long as possible, jointing only where solid support is obtained. C. Fastening: 1. Install items straight, true, level, plumb, and firmly anchored in place. 2. Where blocking or backing is required, coordinate as necessary with other trades to ensure placement of re- quired backing and blocking in a timely manner. 3. Nail trim with finish nails of proper dimension to hold the member firmly in place without splitting the wood. 4. Nail exterior trim with stainless steel nails, making joints to exclude water and setting in waterproof glue or the sealant described in Section 07920 of these Specifica- tions. 5. On exposed work, set nails for putty. 6. Screw, do not drive, wood screws; except that screws may be started by driving and then screwed home. 3.3 INSTALLATION OF OTHER ITEMS A. Install items in strict accordance with the Drawings, and the recommended methods of the manufacturer as approved by • the Architect, anchoring firmly into position at the pre- scribed location, straight, plumb, and level. 3.4 FINISHING A. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain; except do not sand wood which is designed to be left rough. B. No coarse grained sandpaper mark, hammer mark, or other im- perfection will be accepted. 3.5 CLEANING UP A. Keep the premises in a neat, safe, and orderly condition at all times during execution of this portion of the Work, free from accumulation of sawdust, cut -ends, and debris. FINISH CARPENTRY 87:18 06200-2 M B. Sweeping: 1. At the end of each working day, and more often if nec- essary, thoroughly sweep surfaces where refuse from this portion of the Work has settled. 2. Remove the refuse to the area of the job site set aside for its storage. 3. Upon completion of this portion of the Work, thoroughly broom clean all surfaces. END OF SECTION FINISH CARPENTRY 87:18 06200-3 SECTION 07210 BUILDING INSULATION PART 1 - GENERAL 1 1 DESCIt I PT I ON A Wuj k Inc- Iudud. Pruvldu building InkfulaLlun wlu:ru tshuwn on 1 1►u Di Llw f n(Its, ati Upecl f ied herein, and as needed for a complete and proper installation. H. Itel aced work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Upon completion of this portion of the Work, complete and hunt- a curl i ficato of inaulO% c ompl Anco in wcordonro with pertinent requirements ol quvernmental agencies hav- ing jurisdiction. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide the following building insulation where shown on the Drawings or otherwise needed to achieve the degree of insulation required under pertinent regulations of govern- mental agencies having jurisdiction. 1. Type A: 3-1/2" thick kraft -Faced glass fiber batts with an insulation -only value of R-11. 2. Type B: 3-1/2" thick FRK-Faced glass fiber batty with an insulation -only value of R-11 as manufactured by Owens-Corning and designated as FS -25 BUILDING INSULATION 87:18 07210-1 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. B. Remove, or protect against, projections in construction framing which may damage or prevent proper insulation. 3.2 INSTALLATION A. Install the work of this Section in strict accordance with the original design, requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation,procedures as approved by the Architect, anchoring all components firmly into position. END OF SECTION 87:18 BUILDING INSULATION 07210-2 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide exterior insulation and finish system where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section included, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUA LITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Use an installer currently approved in writing by the manu- facturer of the approved exterior insulation and finish system materials. C. All STO Materials described should never be applied if ambient and surface temperatures cannot be kept above 38°F durinc application and drying period. Prior to installation, the wa1= shall be free of residual moisture. The stored material: should be protected from sun and frost. For installation in temperatures less than 38°F, supplementary heat shall be pro- vided. 1.3 SUBMITTA LS A. Comply with pertinent provisions of Section 01340. EXTERIOR INSULATION AND FINISH SYSTEM 07240-1 87:18 B. Product data: Within 10 calendar days after.the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposes to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installati procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.5 EXTRA STOCK A. Upon completion of the Work, deliver to the Owner at the job site a maintenance kit including, but not necessarily limited to: 1. Printed maintenance instructions; 2. One gallon of the approved adhesive; 3. One gallon of the approved finish for each color installed, and from the same batch as the installed finish; 4. Twenty sq ft of the approved reinforcing fabric; 5. Twenty sq ft of the approved insulation board. B. Package the containers securely to prevent deterioration and damage, and label each item clearly as to contents and where used. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Except as otherwise approved by the Architect, provide a complete system from one of the following:_ 1. STO Energy Conservation, Inc., 25 Curtis Avenue, Rutland, Vermont 05101. 2. Senergy, Inc., 1367 Elmwood Avenue, Cranston, R.I. 02910. EXTERIOR INSULATION AND FINISH SYSTEM 07240-2 87:18 2 . 2 MA TERIA LS A. If the STO System has been approved for use on this work, use the following materials. Modify the materials as ap- proved by the Architect, in the event another system has been approved. 1. Surface Preparation: STO PLEX W - A water-based surface sealer and adhesion intermediary, as manufactured by STC Industries, Inc. 2. Adhesive: STO BTS -B - A polymer -based adhesive when mix with 7-9 quarts of clean water per each 60 lb. bag of STO BTS -B. Use where maximum flexibility is required. Because of its low cement content, chemical interaction is minimized and flexibility maximized. 3. Insulation Board: A. Expanded Polystyrene (EPS Board) less than 25 flame spread, 1.0 lb./per cu.ft. average density; u=0.26 per inch; ASTM C578-85 Class A. B. Dimensional tolerances shall be as follows:. 1. Edges shall be square within 1/16" over the entire length of the board. 2. Thickness shall be plus or minus 1/16". C. Thickness shall be indicated on drawings, minimum 2" D. EPS Board shall be aged by air drying for a minimum of six weeks or equivalent kiln dried. E. Maximum size of EPS Boards shall not exceed 2' x 4'. F. EPS Board shall exhibit proper bead fusion and strut tural strength, according to STO board specificatior G. Board must be manufactured and packaged by an approved and licensed EPS molder. Each board must t marked on its end with an STO identification mark ar packaged with proper identification information. 4. Ground Coat-STO BTS -B: A. STO BTS -B- A polymer -based ground coat and leveler, when mixed with 7-9 quarts of clean water per each 60 bag of STO BTS -B. Prior to the application of ar STO finish over STO BTS -B, STO Primer must be applie as an adhesion intermediary, providing water resi tante, and uniform absorption and color, as well as eliminate the danger of efflorescence due to the ce- ment content of STO BTS -B. If STOLIT R or SUPERLIT finish is specified, the STO Primer shall t tinted to the same shade as the finish. EXTERIOR INSULATION AND FINISH SYSTEM 07240-3 5. FABRIC: A. STO ARMOR MAT is a specially developed 'heavy duty, double strand, interwoven glass fiber mesh specifically coated for compatibility with STO Materials 6. FINISH: A. The finish shall be one of the STO exterior, ready -mixed, acrylic -based wall coatings, as manufactured by STO Industries, I, texture, color, and nc. aggregate size to be as directed by the Architect. B. Color selection: the lightness value of the exterior finish color to be applied over expanded polystyrene shall be 20% or greater, and the color fastness shall not be less than 7. (see STO color system.) 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 -- EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Sec- tion will be performed. Correct conditions detrimental to the timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. B. The surface to receive the STO Full Thermal System shall be clean, dry and structurally sound, with no irregularities greater than 1/4". As necessary, Provide remedy for: 1. Substrata contrary to recommendations of the manufac- turer of the approved system; 2. Defects or coatings on substrata that will adversely affect execution and quality of the work; 3. Hot spots, other residue, and releasing agents such as silicones and oils; Provide field tests for moisture and load bearing as required by the manufacturer of the approved system. 87:18 EXTERIOR INSULATION AND FINISH SYSTEM 07240-4 C. To specify the right surface preparation, an adhesion test (Crosshatch Incision Test) shall be performed on the painted wall surface to determine if the paint is bonded well to the substrate. Load Bearing Paint: clean to remove surface contaminants and apply STO PLEX W to the entire surface. Note: If a glossy surface develops, the STO PLEX W should be diluted prior to application or the surface must be deglossed after fully cured. D. If leveling is required, use STO BTS -B. Apply only after the surface has been sealed with STO PLEX W. 3.2 APPLICATION A. All installations of STO Materials shall be performed by and/or supervised by STO Trained* Applicators. B. Under no circumstances shall any of the STO Products be altered by adding any additives, except for small amounts of clean water as directed on label, or when using STO PLEX W Antifreeze, accelerators, rapid binders, etc., are forbidden. C. A starter strip of STO REINFORCING FIBER MESH shall be applied to the wall at the base line using STO BTS -B prior to the in- stallation of the EPS Board. The starter strip of mesh is used to seal/protect the bottom of the first course of EPS Board. It shall be wide enough to adhere 4" of mesh onto the wall, be able to wrap around the board edge and cover approxi- mately 4" on the outside surface of the EPS Board. This pro- cedure shall be followed at all exposed EPS Board edges, as per STO Details (Example: Window and Door Heads and Jambs). D. Use STO BTS -B to adhere EPS Boards to substrate. Application procedure is as follows: Mix STO BTS -B according to manufacturer's recommendations; ap- ply the adhesive to the back of the EPS Boards, using a STO 5/8" notched trowel. Ribbons of adhesive shall be uniform and run horizontal to the buildings walls. The surface to receive STO Full Thermal System shall have no irregularities greater than 1/4" in 4 feet, in either the horizontal or vertical di- rection. EXTERIOR INSULATION AND FINISH SYSTEM 07240-5 87:18 E. The EPS Boards are placed horizontally on the walls smarting from a level baseline. Stagger the vertical joints and inter- lock EPS Boards at all inside and outside corners. Apply firm pressure over entire surface of the Board to insure uniform contact. Sufficient pressure must be applied to flatten the ribbons of adhesive to result in a minimum of 50% adhesion. All joints shall be butted tightly together to eliminate any thermal breaks in the STO Full Thermal System. Care must be taken to keep any adhesive from getting between the joints of the EPS Boards. Adhesive shall adequate curing time before any further work can be done over the EPS Boards. All open joints in the EPS Board layer shall be filled with slivers of EPS Board or an approved spray foam. F. The use of nails, screws, or any other type of non -thermal mechanical fasteners, is not approved by STO Industries, Inc. G. Rasping of the EPS Board surface shall be required to achieve a smooth, even surface and remove possible ultraviolet ray damage. H. Use of plastic or metal corner beads, stop beads, etc., is forbidden. I. All areas where the STO Full Thermal System meets dissimilar material or terminates shall have the EPS Board cut back from the adjoining material a minimum of 1/4" to form a cork joint and sealed so that no water can penetrate through or behind the system. Prior to sealing, all EPS Board edges shall be coated with STO BTS -B, STO Mesh and STO Primer. Allow this application to dry before sealing. J. STO BTS -B shall be stirred to a uniform consistency. A small amount of clean water may be added to aid workability. Apply a ground coat of STO BTS -B over EPS Board, using proper spray equipment or stainless steel trowel, to a uniform thickness of approximately 1/8". Work horizontally or vertically in strips of 40", and immediately imbed the STO ARMOR MAT into the wet ground coat. While ground coat is still wet, totally imbed the STO ARMOR MAT and feather out seams and edges. The finished thickness of the ground coat shall be such that the STO ARMOR MAT is fully imbedded. K. The STO ARMOR MAT shall not be overlapped but tightly abutted with gaps no greater than 1/8" at the seams. Allow this appli- cation to dry before applying STO REINFORCING FIBER MESH. EXTERIOR INSULATION AND FINISH SYSTEM 07240-6 87:18 L. Using proper spray equipment or a stainless steel trowel, ap- ply a coating of STO BTS -B over the cured STO ARMOR MAT appli- cation and remainder of the wall, to a uniform thickness of approximately 1/16". Work horizontally or vertically in strips of 40" and immediately imbed the STO REINFORCING FIBER MESH into the wet ground coat. STO REINFORCING FIBER MESI shall be double wrapped at all corners and overlapped not les: than 2 1/2" at mesh joints. Avoid wrinkles in the mesh. Th( finished thickness of the ground coat shall be such that the STO REINFORCING FIBER MESH is fully imbedded. Allow this ap- plication to dry before applying finish. STO Primer must be applied as an adhesion intermediary, providing water resistance uniform absorption and color, and to eliminate the danger of efflorescence due to the cement content of STO BTS -B. M. 1. Caulking:. Install backer rod (25% compression) in caulk joint openings to provide a depth equal to the width of the joint. Install a STO approved caulk and tool flush with the ground coat surface. Allow caulk to set per manufacturer's specifications prior to applying STO Finish Coat. 2. Expansion Joints: The STO Full Thermal System require: control or expansion joints when the substrate has an existing control joint, expansion joint, or live building crack or where the system is applied to dissimilar sub- strates. These joints shall extend through the STO Full Thermal System and shall be caulked with a STO approved expansion joint sealant, against a backer rod. On expan- sion joints, the STO REINFORCING FIBER MESH and ground - coat shall completely wrap the edges of the STO Insulation Board so that the expansion joint caulk shall not come in direct contact with the STO Insulation Board. EXTERIOR INSULATION AND FINISH SYSTEM 07240-7 87:18 3.3 FINISH r A. The STO Finish, a ready -mixed, acrylic -based wall coating, is applied directly over primed STO BTS -B ground coat only after the ground coat has thoroughly dried. STO Finish shall be applied by spraying, rolling or troweling using a stainless steel trowel, depending on finish specified. General rules for application of STO Finishes are as follows: I. Using a clean, rust -free, high-speed mixer, thoroughly stir the STO Finish to a uniform consistency (small amounts of clean water may be added to aid workability). 2. Avoid application in direct sunlight. 3. Finish shall be applied'in a continuous application, always working to a wet edge. 4. Weather conditions will be a factor in the application of the finish, as well as drying time. 5. Finish may be applied over caulk joints, but not over expansion joints. END OF SECTION EXTERIOR INSULATION AND FINISH SYSTEM 07240-8 87:18 SECTION 07920 SEALANTS AND CALKING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Throughout the Work, seal and calk joints where shown on the Drawings and elsewhere as required to provide a positive barrier against passage of moisture and passage of air. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Samples: Upon request of the Architect, submit Samples of each sealant, each backing material, each primer, and each bond breaker proposed to be used. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 87.18 SEALANTS AND CALKING 07920-1 0 B. Do not retain at the job site material which has exceeded the shelf life recommended by its manufacturer. PART 2 - PRODUCTS 2.1 SEALANTS A. Provide the following materials manufactured by Products Research & Chemical Corporation, or equals approved in advance by the Architect, where indicated and where other- wise required for a complete and proper installation. Material: Location of use: 1. PRC Rubber Calk 6000 2. PRC Rubber Calk 7000 3. PRC Rubber Calk 270 4. PRC Rubber Calk 210 5. PR -851 Duct Seal 6. PR -855 Fire Stop Seal 7. Polyethylene backer rod Throughout the Work, ex- cept where other sealant is specified, where antic- ipated joint movement will be 25% or less; Throughout the Work, ex- cept where other sealant is specified, where antic- ipated joint movement will be 50% or less; Horizontal joints exposed to pedestrian and vehicular traffic, and all joints subject to immersion; vertical and horizontal joints subject to extreme movement; Pipes and conduits pene- trating underground walls; Pipes and conduits pene- trating fire separations; Where required to prevent 3 -point adhesion. B. For other services, provide products especially formulated for the proposed use and approved in advance by the Archi- tect. C. Colors: 1. Colors for each sealant installation will be selected by the Architect from standard colors normally avail- able from the specified manufacturer. 2. Should such standard color not be available from the approved manufacturer except at additional charge, provide such colors at no additional cost to the Owner. 3. In concealed installations, and in partially or fully exposed installations where so approved by the Archi- tect, use standard gray or black sealant. SEALANTS AND CALKING 87:18 07920-2 2.2 PRIMERS A. Use only those primers which have been tested for durabil- ity on the surfaces to be sealed and are specifically recommended for this installation by the manufacturer of the sealant used. 2.3 BACKUP MATERIALS A. Use only those backup materials which are specifically recommended for this installation by the manufacturer of the sealant used, which are non-absorbent, and which are non -staining. 2.4 MASKING TAPE A. For masking around joints, provide an appropriate masking tape which will effectively prevent application of sealant on surfaces not scheduled to receive it, and which is re- movable without damage to substrate. 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Concrete and ceramic tile surfaces: 1. Install only on surfaces which are dry, sound, and well brushed, wiping free from dust. 2. At open joints, remove dust by mechanically blown com- pressed air if so required. 3. To remove oil and grease, use sandblasting or wire brushing. 4. Where surfaces have been treated, remove the surface treatment by sandblasting or wire brushing. 5. Remove laitance and mortar from joint cavities. B. Steel surfaces: 1. Steel surfaces in contact with sealant: a. Sandblast as required to achieve acceptable sur- face for bond. 87.1$ SEALANTS AND CALKING 07920-3 b. If sandblastinq is not practical, or would damage adjacent finish, scrape the metal or wire brush to remove mill scale and rust. C. Use solvent to remove oil and grease, wiping the surfaces with clean white rags only. 2. Remove protective coatings on steel by sandblasting or by using a solvent which leaves no residue. C. Aluminum surfaces: 1. Aluminum surfaces in contact with sealant: a. Remove temporary protective coatings, dirt, oil, and grease. b. When masking tape is used for protective cover, remove the tape just prior to applying the sealant. 2. Use only such solvents to remove protective coatings as are recommended for that purpose by the manufactur- er of the aluminum work, and which are non -staining. 3.3 INSTALLATION OF BACKUP MATERIAL A. When using backup of tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose or rod backup stock. B. Installation tool: 1. For installation of backup material, provide a blunt - surfaced tool of wood or plastic, having shoulders de- signed to ride on the adjacent finished surface and a protrusion of the required dimensions to assure uni- form depth of backup material below the sealant. 2. Do not, under any circumstance, use a screwdriver or similar tool for this purpose. 3. Using the approved tool, smoothly and uniformly place the backup material to the depth indicated on the Drawings or otherwise required, compressing the back- up material 25% to 50% and securing a positive fit. 3.4 PRIMING A. Use only the primer approved by the Architect for the par- ticular installation, applying in strict accordance with the manufacturer's recommendations as approved by the Architect. 3.5 BOND -BREAKER INSTALLATION A. Provide an approved hond-breaker where recommended by the manufacturer of the sealant, and where directed by the Architect, adhering strictly to the manufacturers' instal- lation recommendations. SEALANTS AND CALKING 87:18 07920-4 3.6 INSTALLATION OF SEALANTS A. Prior to start of installation in each joint, verify the joint type according to details on the Drawings, or as otherwise directed by the Architect, and verify that the required proportion of width of joint to depth of joint has been secured. B. Equipment: 1. Apply sealant under pressure with power -actuated hand gun or manually -operated hand gun, or by other appro- priate means. 2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the joints as designed. C. Thoroughly and completely mask joints where the appearance of primer or sealant on adjacent surfaces would be objec- tionable. D. Install the sealant in strict accordance with the manufac- turer's recommendations, thoroughly filling joints to the recommended depth. E. Tool joints to the profile shown on the Drawings, or as otherwise required if such profiles are not shown on the Drawings. F. Cleaning up: 1. Remove masking tape immediately after joints have been tooled. 2. Clean adjacent surfaces free from sealant as the in- stallation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used. 3. Upon completion of the work of this Section, promptly remove from the job site all debris, empty containers, and surplus material derived from this portion of the Work. END OF SECTION SEALANTS AND CALKING 87:18 07920-5 SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide aluminum entrances and storefronts where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Samples: Accompanying the Shop Drawings, submit: 1. Sample of each exposed member. 2. Samples of finish, showing complete range of color from darkest to lightest proposed for use on this Work. ALUMINUM ENTRANCES AND STOREFRONTS 87:18 08410-1 Samples, when approved by the Architect, will be used to verify that finish actually furnished is within the approved range. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.5 WARRANTY A. Upon completion of this portion of the Work, and as a con- dition of its acceptance, deliver to the Architect two copies of a written Warranty agreeing to replace work of this Section which fails due to defective materials or workmanship within three years after Date of Substantial Completion as that Date is determined in accordance with the General Conditions. B. Failure due to defective materials or workmanship is deemed to include, but not to be limited to: 1. Failures in operation of operating component or com- ponents; 2. Leakage or air infiltration in excess of the specified standard; 3. Deterioration of finish to an extent visible to the unaided eye; 4. Defects which contribute to unsightly appearance, potential safety hazard, or potential untimely fail- ure of the work of this Section or the Work as a whole. PART 2 - PRODUCTS 2.1 ALUMINUM ENTRANCES AND STOREFRONTS A. Provide aluminum entrance and storefront in dimensions and arrangement shown on the drawings. 1. Main entrance vestibule doors: Kawneer "I -Line 1000" single -acting, double egress swinging entrance, with integral hardware and concealed overhead closer. 2. Main entrance vestibule storefront: Kawneer "I -Line" system to match entrance doors. 3. Glazing: PPG "Herculite", 3/8" thich, clear. 4. Weatherstripping: Kawneer "Sealair Bulb Neoprene" on entire perimeter. B. Finish all exposed aluminum in Kawneer's Anodized Color Class Class I # 28 medimum bronze. ALUMINUM ENTRANCES AND STOREFRONTS 87:18 08410-2 2.2 FINISH HARDWARE A. Prepare for, receive, and install the finish hardware furnished by -the manufacturer as specified herein. B. Procedures: 1. Perform all fitting of finish hardware to doors and frames at the factory; except do not drill or tap for surface mounted items until time of installation at the site. 2. Comply with finish hardware manufacturer's instruc- tions and template requirements. 3. Use concealed fasteners to the maximum extent prac- ticable. 2.3 FABRICATION A. Fabricate in strict accordance with the manufacturers' specifications and Shop Drawings as approved by the Archi- tect, prefabricating in the shop to the maximum extent practicable. B. Provide hairline fit at joints, with smooth continuity of line and accurate relation of planes and angles. Se- curely fasten. PART 3 - EXECUTION 3.1 3.2 3.3 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for in- terface with the work of this Section. B. Make measurements as required in the field to assure proper fit. INSTALLATION A. Install the work of this Section in strict accordance with the original design, the approved Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position for long life. 87:18 ALUMINUM ENTRANCES AND STOREFRONTS 08410-3 B. Remove protective coating completely from exposed surfaces as soon as progress of the Work will permit with safety. C. When glazing is performed under this Section, provide the types of glass required and glaze in accordance with per- tinent provisions of Section 08800 of these Specifications. END OF SECTION ALUMINUM ENTRANCES AND STOREFRONTS 87;18 08410-4 SECTION 08530 ALUMINUM CLAD WOOD WINDOWS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide aluminum clad wood windows and screens where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related Work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the ne cessary crafts and who arc completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other date needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 ALUM11 UM CLAD WOOD WINDOWS A. pr^viee aluminum clad wood windows of the types and dimension! shown on the Drawings, complete with anchors of the types needed for the installation. 87.18 ALUMINUM CLAD WOOD WINDOWS tlll, rn _ t B. Acceptable Manufacturers: 1. Marvin Windows, Warroad, MN. 56763 2. No substitutions will be permitted. C. Finish: 1. Factory finish exterior "Marvagard" aluminum clad material with silicone polyester finish. 2. Exterior finish to be verified with Architect prior to ordering. D. Factory glaze all units with clear insulating glass, -"Low -Ell E. Provide the manufacturers standard screen at all venting units. Verify color of screen frame with Architect, prior to ordering. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Install the work of this Section in strict accordance with the manufacturer's recommendations as approved by the Archi- tect, anchoring all units firmly into position square, plumb, straight and true. B. Dissimilar materials: 1. Where aluminum surfaces come in contact with metals other than stainless steel, zinc, or white bronze of _ small area, isolate the aluminum by one of the following methods. .a. taint tlic dis:;iIII ilar nuulaI wIL I I .i I•rimu Cotit. ul zinc -chromate primer, fol Wwt-d by wo coal:; of aluminum motal-arid-masonry p.iii►t. b. faint the dissimi lar Mu Lal wi Lh a i -oat inch of heavy -bodied bituminous paint. C. Apply a yuod duality s�:al,�nt. m.il_vrial betwi--on the aluminum and the dis:; imi lar metal. d. Isolate the dissimilar metals with non-absorptive tape or llaskets. ALUMINUM CLAD WOOD WINDOWS 87:18 08530-2 3.3 CLEANING A. Labels: 1. Lcilve all labels in place, intact and legible, until reviewed and approved by the Architect. B . prior to completion of. the Work, thoroughly clean all e:{ - posed surfaces of windows and screens. 1. Use only the cleaning materials and techniques recom- nrendecl by the manufacturer of the material bein(I cleaned. 2. Do not scratch or otherwise damage the glass, screen, ur alumi.num finish. END (*:;ha"I'ItfN 87:18 ALUMINUM CLAD WOOD WItDOWS Uli_)�U- 1 SECTION 08540 VINYL CLAD WOOD WINDOWS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide vinyl clad wood windows _as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. VINYL CLAD WOOD WINDOWS 87x18 08540-1 PART 2 - PRODUCTS 2.1 VINYL CLAD WOOD WINDOWS A. Provide vinyl clad wood windows of the types and dimensions shown on the Drawings, complete with anchors of the types needed for proper installation. B. Acceptable Manufacturers: 1. Andersen Corporation, Bayport MN. 2. No substitutions will be permitted. C. Finish: 1. Factory finish exterior "PERMA-SHIELD" 2• finish to be verified with Architect to ordering. prior D. Factory glaze all units with clear insulating glass,"Low-E" PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Install the work of this Section in strict accordance with the manufacturer's recommendations as approved by the Arch- itect, anchoring all units firmly into position square, plumb, straight, and true. 3.3 CLEANING -- - A. Labels: 1. Leave all labels in place, intact and legible, until reviewed and approved by the Architect. 2. Do not at any time remove required AAMA labels. B. Prior to completion of the Work, thoroughly clean all ex- posed surfaces of windows and screens. 1. Use only the cleaning materials and techniques recom- mended by the manufacturer of the material being cleaned. 2. Do not scratch or otherwise damage the glass, screen, or aluminum finish. END OF SECTION 87:18 VINYL CLAD WOOD WINDOWS 08540= 2 SECTION 09110 METAL STUD SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide metal studs and accessories as in- dicated on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2. QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. In addition to complying the pertinent codes and regula- tions of governmental agencies having jurisdiction, comply with pertinent recommendations contained in "Specifications for Metal Lathing and Furring" published by the Metal Lath/ Steel Framing Association. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section. 2. Manufacturers' specifications and other data needed to prove compliance with the specified requirements. 3. Manufacturers' recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. METAL STUD SYSTEM 87:18 09110-1 PART 2 - PRODUCTS 2.1 METAL STUDS AND ACCESSORIES A. Meet or exceed minimum requirements of Fed Spec QQ-S-698 and Fed Spec QQ-S-775d, class d, for the item and use in- tended. B. Metal studs: 1. At interior metal stud partitions, unless otherwise shown on the Drawings, provide standard punched steel studs of the gages shown on the Drawings, either hot- dip galvanized or factory pre -painted. 2. Use only one type throughout the Work, unless otherwise shown on the Drawings or specifically approved in ad- vance by the Architect. 3. At exterior metal stud walls, unless otherwise shown on the Drawings, provide 14 gage standard punched steel "C" studs, either hot -dip galvanized or factory pre- painted. C. Accessories: Provide all accessories including, but not necessarily limited to, tracks, clips, anchors, fastening devices, sound attenuation pencil rods and resilient clips, and other accessories required for a complete and proper installation, and as recommended by the manufacturer of the steel studs used. 2.2 GROUT A. Provide a good grade of commercial grout for leveling the floor runner member of steel stud partitions as required. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Accurately layout partition and wall lines from the dimen- sions shown on the Drawings. B. Install metal studs and accessories in strict accordance with the manufacturer's recommendations as approved by the Architect, anchoring all components firmly into position. METAL STUD SYSTEM 87:18 09110-2 C. Align partition and wall assemblies to a tolerance of one in 200 horizontally and one in 500 vertically. D. Coordination: 1. Space the studs as required for compliance with perti- nent regulations, to give proper support for the cover- ing material, and as indicated on the Drawings. 2. Coordinate and provide required backing and other sup- port for items to be mounted on the finished covering. 3. Coordinate requirements for pipes and other items de- signed to be housed within the partition and wall sys- tems. 3.3 LEVELING A. By use of the specified grout, or by other means approved by the Architect, provide continuous solid bearing under floor runner members of steel stud partitions and walls. B. Level in a manner to provide uniform interface with ceil- ings and other overhead construction. 87:18 END Ur' SECTION METAL STUD SYSTEM 09110-3 SECTION 09260 GYPSUM WALLBOARD SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide gypsum drywall and accessories where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 09110: Metal stud system. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. GYPSUM WALLBOARD SYSTEM 87:18 09260-1 PART 2 - PRODUCTS 2.1 GYPSUM WALLBOARD A. General: 1. Provide gypsum wallboard in 48" widths and in such lengths as will result in a minimum of joints. 2. Regular wallboard: Provide Class 1, 1/2" thick, except as may be shown otherwise on the drawings. 2.2 METAL TRIM A. Form from zinc -coated steel not lighter than 26 gage, complying with Fed Spec QQ-S-775, type I, Class d or e. B. Casing beads: 1. Provide channel -shapes with an exposed wing, and with a concealed wing not less than 7/8" wide. 2. The exposed wing may be covered with paper cemented to the metal, but shall be suitable for joint treatment. C. Corner beads: Provide angle shapes with wings not less than 7/8" wide and perforated for nailing and joint treat- ment, or with combination metal and paper wings bonded to- gether, not less than 1-1/4" wide and suitable for joint treatment. D. Edge beads for use at perimeter of ceilings: 1. Provide angle shapes with wings not less than 3/4" wide. 2. Provide concealed wing perforated for nailing, and ex- posed wing edge folded flat. 3. Exposed wing may be factory finished in white color. 2.3 JOINTING SYSTEM A. Provide a jointing system, including reinforcing tape and compound, designed as a system to be used together and as recommended for this use by the manufacturer of the gypsum wallboard approved for use on this Work. B. Jointing compound may be used for finishing if so recom- mended by its manufacturer. 2.4. FASTENING DEVICES A. For fastening gypsum wallboard in place on metal studs and metal channels, use flat -head screws, shouldered, special- ly designed for use with power -driven tools, not less than 1" long, with self -tapping threads and self -drilling points. B. For fastening gypsum wallboard in place on wood, use 1-1/4" type W bugle -head screws, or use annular ring type nails complying with ASTM C514 and of the length required by governmental agencies having jurisdiction. GYPSUM WALLBOARD SYSTEM 87:18 0926.0-2 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. INSTALLATION A. General: 1. Install the gypsum wallboard in accordance with the Drawings and with the separate boards in moderate con- tact but not forced into place. 2. At internal and external corners, conceal the cut edges of the boards by the overlapping covered edges of the abutting boards. 3. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical corners. B. Ceilings: 1. Install the gypsum wallboard to ceilings with the long dimension of the wallboard at right angles to the sup- porting members. 2. Wallboard may be installed with the long dimension parallel to supporting members that are spaced 16" on centers when attachment members are provided at end joints. C. Walls: 1. Install the gypsum wallboard to studs at right angles to the furring or framing members. 2. Make end joints, where required, over framing or fur- ring members. D. Attaching: 1. Drive the specified screws with clutch -controlled power screwdrivers, spacing the screws 12" on centers at ceilings and 16" on centers at walls. 2. Where framing members are spaced 24" apart on walls, space screws 12" on centers. 3. Attach double layers in accordance with the pertinent codes and the manufacturer's recommendations as ap- proved by the Architect. 4. Attach to wood as required by governmental agencies having jurisdiction. GYPSUM WALLBOARD SYSTEM 09260- 3 3.3 JOINT TREATMENT A. General: 1. Inspect areas to be joint treated, verifying that the gypsum wallboard fits snugly against supporting frame- work. 2. In areas where joint treatment and compound finishing will be performed, maintain a temperature of not less than 55 degrees for 24 hours prior to commencing the treatment, and until joint and finishing compounds have dried. 3. Apply the joint treatment and finishing compound by machine or hand tool. 4. Provide a minimum drying time of 24 hours between coats, with additional drying time in poorly ventila- ted areas. B. Embedding compounds: 1. Apply to gypsum wallboard joints and fastener heads in a thin uniform layer. 2. Spread the compound not less than 3" wide at joints, center the reinforcing tape in the joint, and embed the tape in the compound. 'Then spread a thin layer of compound over the tape. 3. After this treatment has dried, apply a second coat of embedding compound to joints and fastener heads, spreading in a thin uniform coat to not less than 6" wide at joints, and feather edged. 4. Sandpaper between coats as required. 5. When thoroughly dry, sandpaper to eliminate ridges and high points. C. finishing compounds: 1. After embedding compound is thoroughly dry and has been completely sanded, apply a coat of finis.hinq com- pound to joints and fastener heads. 2. Feather the finishing compound to not less than 12" wide. 3. When thoroughly dry, sandpaper to obtain a uniformly smooth surface, taking care to not scuff the paper surface of the wallboard. 3.4 CORNER TREATMENT A. Internal corners: Treat as specified for joints, except fold the reinforcing tape lengthwise through the middle and, fit neatly into the corner. B. External corners: 1. Install the specified corner bead, fitting neatly over the corner and securing with the same type fasteners used for installing the wallboard. 2. Space the fasteners approximately 6" on centers, and drive through the wallboard into the framing or fur- CYPSOM WALLBOARD SYSTEM 87:18 09260-4 3. After the corner bead has been secured into position, treat the corner with joint compound and reinforcing tape as specified for joints, feathering the joint compound out from 8" to 10" on each side of the corner. 3.5 OTHER METAL TRIM A. General: 1. The Drawings do not purport to show all locations and requirements for metal trim. 2. Carefully study the Drawings and the installation, and provide all metal trim normally recommended by the manufacturer of the gypsum wallboard approved for use in this Work. 3.6 CLEANING UP A. In addition to other requirements for cleaning, use neces- sary care to prevent scattering gypsum wallboard scraps and dust, and to prevent tracking gypsum and joint finish- ing compound onto floor surfaces. B. At completion of each segment of installation in a room or space, promptly pick up and remove from the working area all scrap, debris, and surplus material of this Section. END OF SECTION GYPSUM WALLBOARD SYSTEM 87:18 09260-5 SECTION 09900 PAINTING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Paint and finish the exterior and interior exposed surfaces listed on the Painting Schedule in Part 3 of this Section, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Priming or priming and finishing of certain surfaces may be specified to be factory -performed or installer - performed under pertinent other Sections. C. Work not included: 1. Unless otherwise indicated, painting is not required on surfaces in concealed areas and inaccessible areas such as furred spaces, foundation spaces, utility tun- nels, pipe spaces, and duct shafts. 2. Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze, and similar finished materials will not require painting under this Section except as may be so specified. 3. Do not paint moving parts of operating units; mechani- cal or electrical parts such as valve operators; link- ages; sensing devices; and motor shafts, unless other- wise indicated. 4. Do not paint over required labels or equipment identi- fication, performance rating, name, or nomenclature plates. 5. Do not paint concrete which has been sandblasted. D. Definitions: I. "Paint," as used herein, means coating systems materi- als including primers, emulsions, epoxy, enamels, sealers, fillers, and other applied materials whether used as prime, intermediate, or finish coats. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are PAINTING 87:18 09900-1 completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Paint coordination: 1. Provide finish coats which are compatible with the prime coats actually used. 2. Review other Sections of these Specifications as re- quired, verifying the prime coats to be used and as- suring compatibility of the total coating system for the various substrata. 3. Upon request, furnish information on the characteris- tics of the specific finish materials to assure that compatible prime coats are used. 4. Provide barrier coats over noncompatible primers, or remove the primer and reprime as required. 5. Notify the Architect in writing of anticipated prob- lems in using the specified coating systems over prime - coatings supplied under other Sections. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. C. Samples: 1. Following the selection of colors and glosses by the Architect, as described under "Color Schedules" in Part 2 of this Section, submit Samples for the Archi- tect's review. a. Provide three Samples of each color and each gloss for each material on which the finish is specified to be applied. b. Except as otherwise directed by the Architect, make Samples approximately 8" x 10" in size. C. If so directed by the Architect, submit Samples during progress of the Work in the form of actual application of the approved materials on actual surfaces to be painted. 2. Revise and resubmit each Sample as requested until the required gloss, color, and texture is achieved. Such Samples, when approved, will become standards of color and finish for accepting or rejecting the work of this Section. 3. Do not commence finish painting until approved Samples are on file at the job site. PAINTING 87:18 09900-2 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.5 JOB CONDITIONS A. Do not apply solvent -thinned paints when the temperature of surfaces to be painted and the surrounding air tempera- tures are below 45 degrees F, unless otherwise permitted by the manufacturers' printed instructions as approved by the Architect. B. Weather conditions: 1. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85%; or to damp or wet surfaces, unless otherwise permitted by the manu- facturers' printed instructions as approved by the Architect. 2. Applications may be continued during inclement weather only within the temperature limits specified by the paint manufacturer as being suitable for use during application and drying periods. 1.6 EXTRA STOCK A. Upon completion of the work of this Section, deliver to the Owner an extra stock equaling 10% of each color, type, and gloss of paint used in the Work, tightly sealinq each container, and clearly labeling with contents and loca- tion where used. PART 2 - PRODUCTS 2.1 PAINT MATERIALS A. Acceptable materials: 1. Products manufactured by !Midden, Pratt & Lambert and Sherwin Williams will be accepted. 2. Products of other manufacturers approved in advance by the Architect may be substituted. B. Undercoats and thinners: 1. Provide undercoat paint produced by the same nianufac- PAINTING 87:18 09900-3 turer as the finish coat. 2. Use only the thinners recommended by the paint manu- facturer, and use only to the recommended limits. 3. Insofar as practicable, use undercoat, finish coat, and thinner material as parts of a unified system of paint finish. 2.2 COLOR SCHEDULES 4 A. The Architect will prepare a color schedule with samples for guidance in painting._ 2.3 APPLICATION EQUIPMENT A. For application of the approved paint, use only such equipment as is recommended for application of the partic- ular paint by the manufacturer of the particular paint, and as approved by the Architect. B. Prior to use of application equipment, verify that the proposed equipment is actually compatible with the materi- al to be applied, and that integrity of the finish will not be jeopardized by use of the proposed equipment. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. PAINTING 87:18 09900-4 3.2 MATERIALS PREPARATION A. General: 1. Mix and prepare paint materials in strict accordance with the manufacturers' recommendations as approved by the Architect. 2. When materials are not in use, store in tightly cover- ed containers. 3. Maintain containers used in storage, mixing, and ap- plication of paint in a clean condition, free from foreign materials and residue. B. Stirring: 1. Stir materials before application, producing a mixture of uniform density. 2. Do not stir into the material any film which may form on the surface, but remove the film and, if necessary, strain the material before using. 3.3 SURFACE PREPARATION A. General: 1. Perform preparation and cleaning procedures in strict accordance with the paint manufacturers' recommenda- tions as approved by the Architect. 2. Remove removable items which are in place and are not scheduled to receive paint finish; or provide surface - applied protection prior to surface preparation and painting operations. 3. Following completion of painting in each space or area, reinstall the removed items by using workmen who are skilled in the necessary trades. 4. Clean each surface to be painted prior to applying paint of surface treatment. 5. Remove oil and grease with clean cloths and cleaning solvent of low toxicity and flash point in excess of 200 degrees F, prior to start of mechanical cleaning. 6. Schedule the cleaning and painting so that dust and other contaminants from the cleaning process will not fall onto wet newly painted surfaces. B. Preparation of wood surfaces: 1. Clean wood surfaces until free from dirt, oil, and other foreign substance. 2. Smooth finished wood surfaces exposed to view, using the proper sandpaper. Where so required, use varying degrees of coarseness in sandpaper to produce a uni- formly smooth and unmarred wood surface. 3. Unless specifically approved by the Architect, do not proceed with painting of wood surfaces until the mois- ture content of the wood is 12% or less as measured by a moisture meter approved by the Architect. PAINTING 87'18 09900-5 3.4 j t C. Preparation of metal surfaces: 1.. Thoroughly clean surfaces until free from dirt, oil, and grease. 2. On galvanized surfaces, use solvent for the initial cleaning, and then treat the surface thoroughly with phosphoric acid etch. Remove etching solution com- pletely before proceeding. 3. Allow to dry thoroughly before application of paint. PAINT APPLICATION A. General: 1. Touchup shop -applied prime coats which have been dam- aged, and touchup bare areas prior to start of finish coats application. 2. Slightly vary the color of succeeding coats. a. Do not apply additional coats until the completed coat has been inspected and approved. b. Only the inspected and approved coats of paint will be considered in determining the number of coats applied. 3. Sand and dust between coats to remove defects visible to the unaided eye from a distance of five feet. 4. On removable panels and hinged panels, paint the back sides to match the exposed sides. B. Drying: 1. Allow sufficient drying time between coats, modifying the period as recommended by the material manufacturer to suit adverse weather conditions. 2. Consider oil -base and oleo -resinous solvent -type paint as dry for recoating when the paint feels firm, does not deform or feel sticky under moderate pressure of the thumb, and when the application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. C. Brush applications: 1. Brush out and work the an even film. brush coats onto the surface in 2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other surface imperfections will not be acceptable. D. Spray application: 1. Except as specifically otherwise approved by the Arch- itect, confine spray application to metal framework and similar surfaces where hand brush work would be infer- ior. 2. Where spray application is used, apply each coat to provide the hiding equivalent of brush coats. 3. Do not double back with spray equipment to build up film thickness of two coats in one pass. 87:18 PAINTING 09900-6 E. For completed work, match the approved Samples as to tex- ture, color, and coverage. Remove, refinish, or repaint work not in compliance with the specified requirements. END OF SECTION PAINTING 87:18 09900-7 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS VOL o, 1 >�• OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 23, 1990 r Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Robert Johnsen General Contractor 4300 Soundview Avenue Southold, New York 11971 Dear Mr. Johnsen: I am in receipt of your guarantee for all labor and materials used at Southold Town Police Headquarters under contract dated December 27, 1989, and am therefore returning herewith your Performance Bond and Labor and Material Payment Bond. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure ROBERT JOHNSEN GENERAL CONTRACTOR 4300 Soundview Avenue SOUTHOLD, NEW YORK 11971 RECEIVED JUL 2 3 1990 Southo14 T,..,._ r 1_. rum -ii o� 1� (516) 765-1165 / � If /0 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 18, 1990 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Robert Johnsen 4300 Soundview Avenue Southold, New York 11971 Dear Mr.. Johnsen: I am still holding your Performance Bond and Labor and Material Payment Bond for the Police Headquarters alterations job. If you would kindly submit to me a guarantee of the work performed, your bonds will be returned to your promptly. Thank you for your cooperation. Very truly yours, Judith T. Terry Southold Town Clerk THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH ISSUE DATE IMM/DD/VVI PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER .OF INFORMATION ONLY TYPE OF INSURANCE - _ AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS (�)'� �`f{ {:::•`b'1-:. (1(.+C-.I`Ic..r Y 3..r'aS.. CERTIFICATE AGE AFFORDED DOES NOT AMEND, EXTEND OR ALTER THE COVER. BY THE POLICIES BELOW. EACH OCCURRENCE AGGREGATE COMPANIES AFFORDING COVERAGE COMPANY :i t {' :J' {...ii1.ta,;:�{.(j ,r i"r��s'�.j:'„s :`�.1i.;;r:�t.:Y LETTER A COMPANY LETTER B COMPREHENSIVE FORM - —_.. INSURED COMPANY f'"'+.){E3{:::F'.�*'I.. W ,.lt:f...l{''••f;::il:::.r,+l LETTER C COMPANY LETTER D a..r ..'WE COMPANY i..�{`•i .�.rk-{t"} 4.:{..i UNDERGROUND EXPLOSION & COLLAPSE HAZARD LETTER E�..�r'�{r'{}:::.{''..1_f.!'i{._ PROPERTY DAMAGE am] 9a:LT•Is+� THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES. CO LTR TYPE OF INSURANCE - _ POLICY NUMBER POLICY EFFECTIVE DATE IMM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIABILITY LIMITS IN THOUSANDS : a EACH OCCURRENCE AGGREGATE GENERAL LIABILITY :J' {...ii1.ta,;:�{.(j ,r i"r��s'�.j:'„s :`�.1i.;;r:�t.:Y soDlLv x COMPREHENSIVE FORM INJURY PREMISES/OPERATIONS UNDERGROUND EXPLOSION & COLLAPSE HAZARD PROPERTY DAMAGE x PRODUCTS/COMPLETED OPERATIONS CONTRACTUAL CBIO&PD MBINED INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE X PERSONAL INJURY PERSONAL INJURY DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS J' I... B 1. f-1-14 0 -17 „ 111111111.i • • -- - • 1:::C7{...J..i..r.lt:_)l..l..l I`ti+'!r 1. .I.9.%.{. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL -30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL WfH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY,OAIVD UPON THE COMPANY, ITS AGENTS .O -R REPRESENTATIVES. A U T k4,4V ED REP TIVE T1 -1E AMERICAN INSTITUTE OF ARCHITECTS Nat vJ AIA Document A311 Performance Bond Bond #: 14839 KNOW ALL MIN BY THESE PRESENTS: that ROBERT JOHNSON GENERAL CONTRACTOR INcre mull lull name and address or legal tille M eunlraQor) 4300 Soundview Avenue, Soundview, New York, 11971 ;a, Principal, hereinafter called Contractor, and, NEW YORK SURETY COMPANY there ins�rl lull name and addlesa or legal title of Sulegd 80 Cutter Mill Road, GrEAT Neck, New York, 11021 as Surety, hereinafter called Surety, are held and firmly bound unto TOWN OF SOUTHOLD (Here in/ell lull name and address l or laoal •Qe of owned as Obligee, hereinafter called Owner, in the amount of ***************************************** ******* FIFTY SEVEN THOUSAND SEVEN HUNDRED XX/100 ********* Dollars (S ), 57,700.00 for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fitmly by these presents. WHEREAS, Contractor has by written .iGreement dated 19 , entered into a contract with Owner for IMere mull lull name, address and IleKnplwn ul prulccll Alterations to Southold Town Police Headquarters pursuant to Resolution dated December 27, 1989 . in accordance with Drawings and Specifications prepared by IMere mlerl lull name and address or legal title of ArtArlecil which contract is by reference made a part hereof, and is hereinafrer referred to as the Contract. ♦141 1/r JIUhIII-I AlII "I I I" J A"I I tbl•� .1'�II !.:•\Ilrl�l 1'\t x.111.1 III.\U • AM•\ ,•s 1111KONW1 14 0 11). • Iltt A\IIMI( A%IN10.1oll 111 .\11( 11!11( 1%, 1'1% N I A\'1 N VV INIO111V1 II t. n r •.w.. '� . 0 PERFORMANCE BOND NOW, TH[RtrOR[, TH( CONDITION Of THIS ORUCATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in lull force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having; performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accurdance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for A contract between such bidder and Owner, and make available as Wurk progresses (even though there should be a default or a succession of Signed and scaled this 8th day of ti I wlll►l-.•l defaults under the contract or contracts of completion arranged under this parig;raphl sufficient funds to pay the cost of completion Icss the balance of the contract price; but not exceeding. Including; other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of tt►e contract price," as used in this paragraph, shall mean the rwal amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount property paid by Owner to Cw►tractor. Any suit under this bond must be instituted before ,the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bund to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminn- trators Of successors of the Owner. January ROBERT JOHNSON GENERAL CONTRACTOR Pilot. NEW Ilulrl NEW YORK SURETY COMPANY 19 90 11114.11•) U/v1I IWlllu ••1 C,/ By: /J Edward J.jar�htey'"'' At rney-in-fact AIA I'MU-111+1 Alli • 1'IK10.41 .l.l I U1u,ll At It IIYIIAMW 1-1111 II) ,1111 A-16111 — IN'lilt 111 Ill ,sit ,Alt) 1.JA I I IIIA& 1' 11104, • A1.1 N Statd of x%tM► �0�� ss. County of d F F-6 t -1C On this I X U11 day of J aN 1190 0 , before me personally. came RJ f3 1r & r �, 0 N N S 0 01 to me known, and known to me to be the individual described in and who executed the foregoing instrument, and acknowledged tome that he executed the same. CHARLES H. SMITH NOTARY PUBLIC, STATE OF NEW YORK /J NO. 5[-3117500, SUFFOLK LOUNTXj4e& My commission expires TERM EXPIRES G 30 Not _Public --------------------------------------------------------------------- State of ss. County of On this day of , 19 , before me personally came to me known and known to me to be a member of the firm of described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for the act and deed of said firm. My commission expires Notary Public ---------------------------------------------------------------------- State of ss. County of On this day of , 19 , before me personally came C oW E , to me known, rn A v d `L o who being by me duly sworn, did depose and say that he is the U .0 Q of the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. My commission expires Notary Public State of _NEw Ynrk ss. County of Nassau « On this 8th day of January 119 90 , before me personally came c E'dWard J. Farshtey � to me known, who, being by me duly sworn, did depose and say that d a y 0 he is an attorney in fact of New York Surety Ccnipany the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal Q affixed to the within instrument is such corporate seal, and that he signed the said instrument and affixed the said seal as Attorney -in -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. ELLEN B. FLATOw NOTARY PUBLIC, State of New York My commission expires No. 4931153 QtiaFORM 13 25M Commission Expires May 9, 1990 Notary Public THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A317 Bond #: 14839 Labor and Material payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR Of THE OWNLII CUNUIIIONID ON 111E IULL AND FAITHIUL PLMORMANCI Of 1HL CONIRACT KNOW ALL MEN BY THESE PRESENTS: that ROBERT JOHNSON GENERAL CONTRACTOR 11Iccc .moll lull name and addcr►t oc Intal toile of Cnntuaclocl 4300 Soundview Avenue, Soundview, New York, 11971 as Principal, hereinafter called Princip.l, and, NEW YORK SURETY COMPANY IHwe Insect lull name and addiett uc ler.al &sole of suceiyl 80 Cutter Mill Road, Great Neck, New York, 11021 as Surety, hereinafter called Surety, are held and firmly bound unto ocie utfe/t full name and addce►► as legal tide of Ownerl TOWN OF SOUTHOLD as Obligee, hereinafter called Owner, fur the use and benefit of claimants as hereinbelow defined, in the amount of***** FIFTY SEVEN THOUSAND SEVEN THOUSAND sex/100 IHefe insect a sum tquat lu at least one-half of the fonfoacl pcicel Dollars l5 57,700.00 for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreernent dated 19 , entered into a contract with Owner for Rtecr .nten full name, addicts and descrynwn ul pioleeq Alterations to Southold Town Police Headquarters pi�u�rtoDecember 27, 1989 r in accordance wtaisResolution ifcattions prepared by IHcIe -nfecl full name and addsett or legal title at Acchtlecll which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA Ulllt)hil Nf Alit • 1'In1..N*.1\',I l III •II1 11.11 IAbt.K AN11 t1A 1111111 PnV.IU.I 1" 11,0 • .%'A 11 IIUNUAKY I'M) IU. - IllE AMI lilt At, Ila', 1111111 I It t1I1 lit lll It• IM N.Y. Mot • N W , WA'oHINCI(m. D C 1(ma 3 0 LABOR AND MATERIAL PAYMENT BOND nl►W, 111tU1.10Rt, THE (.t)NUITION ur nnti 01111GA1ION is such that, if Principal shall promptly make payment to all cl.ulnanls as hereinafler defined, for all labor and material used or reasonably required (or use in the performance of the Cuntracl, then tills obligation shall be surd; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, us(rd nr ivawnably (equired lot w.e in the perforinance of the Cuntracl, labor and material being construed to Include that part of %%aier, gas, power, light, heat, oil, gasolene, lelel►hune s.rvlce or rental of equipment directly applicable to the Contract. 2. The above named Iloncip.11 and Surety hereby jointly and severally agree filth Illi 0s.vn•r that every Il,urn.ml a-. herein dt•fined. who has nut Iseen paid In lull helnra the explratlon 111 a proud of nu►t-ty (9111 flay% alter the date nn whit It the last elf such t I,uinant's caulk ur labor was dun. or perfurnlvd, or m,llerlals went• furnished by such tLuin.uu, m.ly sue im till,. bond for the use OI sul.11 (lalm.lnr, pnlsocute Ili. .till to goal judgment (or such sum (or .urns as may 111- justly due claimant, and have cites union Ih.reon. 1 he Owner shill not he liable for the payment of any cosi, or expenses of any such suit, ). Nn sue( or action shall be cumntl•nced hereunder by any claimant: .it Unless claimant, other than one having a dire( I (uniracl with the Principal, .hall ha\e given willies notice to any two of the lulluwmg: tilt' I'micipl, the Owner, or the Surety above named, within ninety (90) days after such claimant did cur pedormed the last of the work or labor, or furnished the Iasi of ►hl: maiviials fir which said claim is made, stating ,%lilt substantial Signed and scaled this 8th day of rK'Iuu•ss1 accuracy the amount claimed and the name of the party to whom the materials were furnished, or (or whom the work or labor was dune or performed. Such notice -,hill be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope ad- dressed to the Principal. Owner of Surety, at any place where an office is regularly maintained (or the trans- action of business, or served in any manner in which legal process may be served in the slate in which the aforesaid project is located, save that such service need .not be made by a public officer, Ill Aher lilt- expiration ill one (1) year following, the date on which Voncipal ceased Work on said Cuntracl, it being understood, huwever, that if any hmailtun em- bodied til Ihls bond is prohibited by any law controlling the construction hereof such llrtutatinn shall be deemed Io be amended so as to be equal to the minmum period ul limsfaison permuted by such law. c) Other ilwn in a state court of competent jurisdiction in and fur the county or other politica) subdrvis►un of the state in which the Project, or any part thereol, is situated, or in the United States Discreet Court fur the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith helcunder, inctu-,ive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim fur the amount of such hen be presented under and against this bund. January 19 90 ROBERT JOHNSON GENERAL CONTRACTOR / 119u Upr11 IS��II 1; B y • I r,rli•1 NEW YORK SURETY COMPANY Y) r t ulv) J F Edward ,Arshtey, A orney-in-fact AIA OM UMl rot A)11 - PII.It/M't".11 It --(.I) ANIJ (Alit ll( Alill Al.%Ii l.\1 1•A ., 111.1 111..1. - AtA .. 4 is list UAxY 110111 I I) - 1111 AMI MI( AN 1W. It It)11 111 AMI IIIIIt. 1%, 1) 1♦ NY. Md. , N W , WA' -I IINI,11 IN n r /1rrMx. State of ss. County of S V r -i -V %,I$ c vd On this 1 F:n day of 4A) 1) /a a -q , 191, before me personally came '> 3 Y (� � t� t 2. r Jy N u S e ,v to me known, and known to me to be the individual described in and who executed the foregoing instrument, and acknowledged tome that he executed the same. CHARLES H. SMITH NOTARY PUBLIC, STATE CF NFW YORK NO. 52.37175CO, SI;FFCLK LOUNTY. My commission expires TERM EXPIRES : 30 NotaryI blic ----------------------------------------------------------------------- c d o E a Av EL 3 v U u a S d E tm d co C Y u Q State of County of 1 ss. On this day of to be a member of the firm of 19 , before me personally came me known and known to me described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for the act and deed of said firm. My commission expires Notary Public --------------------------------------------------------------------- State of County of On thi I ss. day of who being by me duly sworn, did depose and say that he is of 19 , before me personally came to me known, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. My commission expires Notary Public State of Npw Yprk County of Nassau ss. On this 8th day of January 1 90 9 , before me personally came Edward J. Farshtey to me known, who, being by me duly sworn, did depose and say that he is an attorney-in-fact of New York Surety Ccuipany the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he signed the saidinstrument andaffixed the said seal as Attorney -in -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. ELLEN B. FLATow NOTARY pUE;uc, State of New York My commission expiresNo. 4931153 Qualified in Plessaw Gounty I ' n Expires May 9 1990 Nota P bl FORM # 13 25M Comm ssio 'yu is NEW YORK SURETY COMPANY 80 CUTTER MILL ROAD GREAT NECK, NEW YORK 11021 STATEMENT OF ASSETS, LIABILITIES AND SURPLUS AT DECEMBER 31,198 ASSETS Cash & bank deposits.......................................................................$1,367,418 Short term investments..................................................................... 2,578,838 Other invested assets...................................................................... 550,000 Agents' balances or uncollected premiums ..................................................... (338,935) Receivable from parent, subsidiaries and affiliates ............................................... 30 Interest & dividends due and accrued......................................................... 68,545 Total Assets.......................................................................$4,225,896 LIABILITIES AND SURPLUS Losses and loss adjustment expenses.........................................................$ 578,023 Unearned premiums....................................................................... 831,404 Federal and income taxes................................................................... 110,000 Funds held by company under reinsurance treaties .............................................. 377,422 Amounts withheld or retained by company for account of others..................................................................... 529,862 Other liabilities........................................................................... 279,888 Total Liabilities.................................................................... 2,706,599 Capital paid-up........................................................................... 1,000,000 Gross paid -in & contributed surplus........................................................... 500,000 Unassigned funds........................................................................ 19,297 Surplus as Regards Policyholders..................................................... 1,519,297 TOTAL LIABILITIES AND SURPLUS ........................................ , .......... $4,225,896 I, DAVID E. FLATOW, President of New York Surety Company, certify that the foregoing is a fair statement of Assets, Liabilities and Surplus of this Company as of the close of business, December 31, 1988 as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New York. SVRETYc\ �0 GOPp ORgTi02 �-O Z SEAL 1983 SFW IN TESTIMONY WHEREOF, I have set my hand and affixed the seal of the Company this 28th day February 1989 NEW YORK SURETY COMPANY 49U740k.. f soe ~. President Ll New York Surety Company Executive Offices 80 Cutter Mill Road Great Neck, NY 11021 KNOW ALL MEN BY THESE PRESENTS: 0 All authority hereby conferred, unless revoked earlier, shall expire and terminate, without notice, unless used before midnight of December 31, 1990. POWER OF ATTORNEY Bond No.: 14839 That New York Surety Company does hereby appoint: * Edward J. Farshtey its true and lawful Attorneys) -in -Fact, each individually if there be more than one named, to make, exe- cute, sign, acknowledge, affix the Company Seal to, and deliver any and all surety bonds, undertakings, recognizances, and other contracts of indemnity and writings obligatory in the nature of a bond, for and on behalf of said Company and as act and deed of said Company, not to exceed *** FIFTY SEVEN THOUSAND SEVEN HUNDRED DOLLARS *********XXXX any single instrument. IN WITNESS WHEREOF, New York Surety Company has executed these presents PORrrcO this da / ° q� January 1990 W " Seal Z z M r < ^� Fwy°Q David E. Flatow, president STATEOF NEW YORK ) ss.: COU NTY OF NASSAU ) On this 8th day of Jan. '19 90 before me came the above named officer of New York Surety Company of New York, to me personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instru- ment and affixed the seal of said corporation thereto by authority of his office. CERTIFICATE ELIgABETH G. SACCONE JOTARYY PUBLIC, State of New York No. 4838158 Qualified in Nassau County Commission Expires Jan. 31, 1990 Excerpts of Resolutions adopted by the Board of Directors of New York Surety Company: March 31st, 1987. RESOLVED, that solely in furtherance of the Company's surety business, the Chairman of the Board, the President, or a Vice President of this Company hereby is authorized to appoint Attorneys -in -Fact to repre- sent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach the corporate seal of the Company to such documents; RESOLVED that the signature and attestation of such officer affixed to any such Power of Attorney must be original in order that the said Power of Attorney be valid and binding upon this company; the seal of the Company and any certification by the Company's secretary relating to such Power of Attorney may be af- fixed by facsmile. RESOLVED, that any such Attorney -in -Fact may deliver a certification that the foregoing Resolutions are still in effect and may insert in such certification the date of the certification but that date may be not later than the date of delivery of the certification by the Attorney -in -Fact. I, Edward J. Farshtey, Assistant Secretary of New York Surety Company, do hereby certify that the foregoing excerpts of the Resolutions adopted by the Board of Directors of the corporation and the Powers of Attorney issued pursuant thereto, are true and correct and that both the Resolutions and Powers of Attorney are in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of the corporation this SURE r). PORq� o� W " Seal Z z 1999 k < 4FW y 0 8th dayof Jan. 919 90 May 10, 1990 • • NEW YORK SURETY COMPANY 80 CUTTER MILL ROAD GREAT NECK, NEW YORK 11021 Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 L Southold, New York 11971 Attn: Judith T. Terry Dear Sir: 516-482-2141 FAX: 516-482-2844 7 Contractor: Robert Johnson General Contrac Bond#: 14839 I RE: Obligee: Town of Southold Project: alterations to Southold Town Police Headquarters pursuant to resolution dated 12/27/90 Contract Amount: $571,700-00 We provided a surety bond in regard to the above referenced matter. We ask that you kindly furnish the information which we require at this time, returning this form at your earliest convenience in the envelope which is enclosed. We thank you for your attention and cooperation. Is job completed? YES Scheduled date of completion: If not, % of completion: Amount of payment on contract to date: $59,431.00 Please state your opinion regarding contractor's performance and quality of work. Dated: May 25, 1990 JOB STATUS By: Judith T. Terry Southold Town Clerk GARRETT A. STRANG ARCHITECT MAIN ROAD, P. O. BOX 1412 SOUTHOLD, NEW YORK 11971 516-765.5455 May 2, 1990 Mrs. Judith Terry, Town Clerk RECEIVED Town of Southold Main Road 190 Southold, New York 11971 Re: Southold Police Station Dear Mrs. Terry: Enclosed is a requisition for payment from Robert Johnsen in the approved amount of $26,211. Please forward payment to the contractor in accor- dance with AIA agreement. Very truly yours, b/enc. Garrett A. Strang Architect APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 (Instructions on reverse side) PAGE ONE OF PAGES TO (OWNER): To ,.un c4 Sc,, � ec d PROJECT: APPLICATION NO: Distribution to: ❑ OWNER PERIOD TO: 5'_ ❑ ARCHITECT _ _ CONTRACTOR FROM (CONTRACTOR): �a�p4 �c�.h„Se✓1 VIA (ARCHITECT): Cak ee^ ( S-fiec-thc�J, ARCHITECT'S ❑ PROJECT NO: ❑ CONTRACT FOR: �u I,o� �) t�2ac�� u aT Pte; CONTRACT DATE: /d - 0 7_ 9'0 is madeCONTRACTOR'S APPLICATION FOR PAYMENT Cont nauation Sh et,for AIA Document G703Payment, as ,1isattached. nnection with the Contract. CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTA L ADDITIONS DEDUCTIONS Approved this Month Number Date Approved TOTALS Net change by Change Orders The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. A By: Date: - '70 1. ORIGINAL CONTRACT SUM ............... . 2. Net change by Change Orders .......BG.!1.t .. . 3. CONTRACT SUM TO DATE (Line 1 ±2) .............. 4. TOTAL COMPLETED & STORED TO DATE ............ (Column G on G703) 5. RETAINAGE: a. — % of Completed Work (Column D+E on G703) b. — % of Stored Material (Column F on G703) $ S 7, ` o v $ / 73/ $ 1-9. i1 3 / $ —cf V Total Retainage (Line 5a+5b or Total in Column I of G703) ..................... $ 6. TOTAL EARNED LESS RETAINAGE ................... $ (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ......... $_33 ,2:2O 8. CURRENT PAYMENT DUE .......................... $ 2, C % • 9. BALANCE TO FINISH, PLUS RETAINAGE ............. $ (Line 3 less Line 6) State of: NCw 044_ County of: Subscribed and � orn to befor-e1 me this a A) �) day OfKA4#14 �� BOAtfiSON Notary Public: ISA .�, (�V . OTARY PUBLIC, State of New York My Commission expires: �/ /9/ N1. 4a42tso - �/ Qualified r, AMOUNT CERTIFIED ........... 04o Z11. 4^ .... ommisston Expires %/'3i/-; ARCHITECT' ERTIFICATE FOR PAYMENT (Attach explanation ' amount certified differs from the amount applied for.) In accordance with the Contract Documents, based on on-site observations and the ARCHITECT: data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as By: Date: P a indicated, the quality of the Work is in accordance with the Contract Documents, and This Ce Ificate is not negotiable. The AMOUNT CERTIFIED is payable only to the the Contractor is entitled to payment of the AMOUNT CERTIFIED. Cont ctor named herein. Issuance, payment and.acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT G702 • APPLICATION AND CERTIFICATE FOR PAYMENT • MAY 1983 EDITION • AIA' • G 1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 6702-1983 CONTINUATION SHEET - t AIA DOCUMENT. C703 (Instructions on reverse side) PACE � OF � PACES AIA Document GM, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: { *Contractor's signed Certification Is attached. APPLICATION DATE: S f 9O In'tabulations below, amounts are stated to the nearest dollar. PERIOD TO: _ Use Column 1 on Contracts where variable retainage f Dr'line items may apply. ARCHITECT'S PROJECT N.Oi A a -C D E F G H - ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERLVS TOM % BALANCE RMINACE NO. . � VALUE • PRESENTLY STORED COMPLETED AND STORED (C+Q TO FINISH (C -Q ' FROM PREVIOUS THIS PERIOD APPLICATION (D+E) MOT IN - • TO DATE D OR E) (D+E+F) U- 7 STo FIS / grgoo. o 9, ?oa APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 (Instructions on reverse side) PAGE ONE OF PAGES TO (OWNER): T u; t1 0 � SOc� ( % G�,CX PROJECT: APPLICATION NO: Distribution to: t 3 ❑ OWNER PERIOD TO: 90 ❑ ARCHITECT _ [P'EONTRACTOR FROM (CONTRACTOR): �Ub rRT J v 6, 5 eh VIA (ARCHITECT): Q RR JIT _ '3 t Qa tn9 ARCHITECT'S ❑ 1, PROJECT NO: 657—// ❑ CONTRACT FOR: , 0c"T—k-kot P-L'C e 4ettdr" l "'es CONTRACT DATE: 3- cb Application is made for Payment, as shown below, in connection with the Contract. CONTRACTORS APPLICATION FOR PAYMENT Continuation Sheet, AIA Document GM, is attached. CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL ADDITIONS DEDUCTIONS Approved this Month Number Date Approved TOTALS Net change by Chane Orders The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been •paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due --1 CONTRACTOR: By Date: 3-6 -C/C) 1. ORIGINAL CONTRACT SUM ....................... $ 7, 7,00 2. Net change by Change Orders ..................... $ 3. CONTRACT SUM TO DATE (Line 1 ±2) .............. $ 5-7,7-'o 4. TOTAL COMPLETED & STORED TO DATE ............ $ (Column G on G703) 5. RETAINAGE: a. % A2 % of Completed Work $ 3 7$d (Column D + E on G703) b. % of Stored Material $ (Column F on G703) Total Retainage (Line 5a+5b or rr�� Total in Column I of G703) ......3.1. ........ $ 3 6. TOTAL EARNED LESS RETAINAGE ....................$ 3 (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ......... $ ---� 8. CURRENT PAYMENT DUE ..............�I.%3190 , $ 3 3. �2: o 9. BALANCE TO FINISH, PLUS RETAINAGE ............. $ di, 4 PO _ (Line 3 less Line 6) State of: County of: Subscribends rn to be>f d aore me this ' tT ,19�o Notary Public: fjy NO. 524)344963 ow lbrh 52 Quatifiod in Suffo My Commissi n expires: _.MyY Cj/ AMOUNT CERTIFIED ................................. $ 37 ARCHITECT' CERTIFICATE FOR PAYMENT (Attach explanation if amount certified differs from the amount applied for.) In accordance with the Contract Documents, based on on-site observations and the ARCHITECT: data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as By: l Date: G _ indicated, the quality of the Work is in accordance with the Contract Documents, and This Cer ficate is not negotiable. The AMOUNT CERTIFIED is payable only to the the Contractor is entitled to payment of the AMOUNT CERTIFIED. Contractor named herein. Issuance, payment and -acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT G702 • APPLICATION AND CERTIFICATE FOR PAYMENT • MAY 1983 EDITION • AIA" • C 1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G702-1983 n t -CONTINUATION SHEET AIA DOCUMENT C703 (Instructions on reverse side) PAce OF aPAGts AIA Document GM, APPUCATION AND CERTIFICATE FOR PAYMENT, containing APPUCATION NUMBER: Contractors signed Certification is attached. APPUCATION DATE: x_90 inlabulations below, amounts are stated to tfie nearest dollar. PERIOD TO: . Use Column 1 on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO;., 617—// A B C D E F G H t ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RMINAGE NO. VALUE. PRESENTLY. STORM' ED COMPLETED AND STORED (G+Q TO FINISH (C -C) FROM PREVIOUS APPUCATION THIS PERIOD t0+p D ORIF) (D+EE++FFl I J Ma 5 o Nct R y wot4 . C? 7- PRO h % (?,l Qanc _ 12900 � g O o goo loo �1go 2 14 ol_k ooa tto o C> q. opo jai +O0 tail. g , 3 Souk LfpOp �• D O O 4 00 0 /00� 00 VISUIaW'tl F1-ex� �'Raw►e iv;►�cl �000 cJ d 00 (/Coo (700 joa AWA% -%9 iw.tjjc��.,5 w �A i w. EG5 I�oc�a 900o joo �foa kJeSj i.Vn1..L G Ve,s T; b,, i, dolles rrn S,Al, r,;�hr5 u,, IL �occ I 9oc� 'car c�c±o F; ;5 h 3 J inn 37, Soo 3 7 c000 3 7Pc� 0 i CONTINUATION SHEET ALA DOCUMENT (703 (Instructions on reverse side) ma a OF ; YACES MA Document GM, APPUCA31ON AND CERTIFICATE FOR PAYMENT, containing APPUCATION NUMBER: *Contractors signed Certification Is attached. APPUCATION DATE: In'tabulations below, amounts are stated to the nearest dollar. PERIOD TO: - Use Column I on Contracts where variable retainage for line Items may apply.- ARCHITECTS PROJECT NO's -- I A. B C D E F G H 1 ' ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERLAIS TOTAL % BALANCE RETAINAGE NOL WWE • PRESENTLY . STORED COMPLETED AND STORED (G+C) TO FINISH (C—G) FROM PREVIOUS THIS PERIOD APPLICATION (O+q .. (NOT IN TO DATE O OR q (D+E+FI �- `7 STo C F i S c c-, -To?`cL '5 70° �'l, �c v vc 7� JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS ,,, I,�// Il/q��•.Ii 4 is • OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1 179 Southold, New York 1 1971 r -'AX (5 16) 765-1823 -rF.LEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JULY 18, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the proposal of Garrett A. Strang, Architect, to provide architectural services and contract documents (exclusive of mechanical and electrical systems) to make the necessary energy related improvements to the Southold Town Police Headquarters; said services to include the bid package, bid administration, periodic visits to the site during the in- stallation phase, and consultation with the Town as required; fee for the aforesaid services to be $5,500.00. udith T. TerryC7 Southold Town Clerk July 20, 1989 0 —1 �7�� �s__ 1/08/90 • P/ -C, LA deJOG5 "T- ,:: -.Roy cy. 4::::1?.EEUE ::7q9F_PzCy' P _qn C. MAIN ROAD - P. 0. BOX 54 MATTITUCK, N. Y. 11952-9990 298-4700 TODAY'S LOSS IS NOT PAID BY TOMORROW'S INSURANCE ROBERT W JOHNSEN" SOUNDVIEW AVE': DATE: January 12, 1990 SOUTHOLD N Y 11971 ACCOUNT'JOFIR52--1 I'D U(A) PLEASE DETACH AND RETURN TOP STUD WITH PAYMENT T" t moo COVW;-N'y AND P01. IC'Y NUMBER DLSCl+FnUN PRENVUhn 1/08/91 V9.. NYS14839 New Policy PERFORMANCE/PAYMaNT BOND 1,731 .00 -------- Total premium due $1031.00 ""HANK YOU for this new business. If you iave any questions please :all us. We. aish to be of service to you.. IMPORTANT: Please examine the policies listed above and notify immediately if any changes or corrections are necessary. Any policy not wanted must be returned promptly for cancellation; otherwise an earned premium will be charged by the Company for Be time it was in force. Premiums are due when policies are received. Kindly make all checks payable to ROY H. REEVE AGENCY, INC., Mattituck, Now York 11952-9990 INVOICE w w Ta H E A M E R I C N I N S T I T U T E •0 F A R C H I T E C T AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION T111,S DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITII ANA TTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this docunnent by reference. Do not use udtb otbergerneral conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the 27th day of December in the year of Nineteen Hundred and eighty-nine BETWEEN the Owner: (,vamvam/ ...ia ccs) The Town of Southold, a municipal corporation under the laws of the State of New York with its principal location at Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971 and the Contractor: Robert Johnsen, 4300 Soundview Avenue, Southold, New York 11971 (A'a m e and crddntrs) The Project is: Alterations to Southold Town Police Headquarters, Route 25, Main (A4u„(•and loadion) Road, Southold, New York The Architect is: Garrett A. Strang toldad(M(•s.) Main Road Southold, NY 11971 The Owner and Contractor agree as set forth below. Cop\riglll 1915, 1918, 1925, 1937, 1951, 1958, 1901, 1903, 1907, 19-i, 1977, (0198- h%, ']'tic An1Crican himatitc tit Archi- lccu, 1-35 New York Avenue. NAV, Washington, DA:. 20000. Reproduction of the material herein orsubstantial yuolation of its provisions tv(thoul written permission of the AIA violates the copyright laws of the I nitcd states and swill he s((hicct to IcgA proscculion. AIA DOCUMENT A101 • OVCNER CONI RAC OR AGRFT,%lF:N'I' • 'I'\X IA.FTII Ei,1lION • AIA'' •'a i l9rt' IIIF. AMFRICAN INSII'llA E.OFAR(.111TE:CTS, I'3)NFW YORK AVENIT, N.W., VAS[IINGTON, D.C. 2(NNK) A101-1987 1 ARTICLE 6 FINAL PAYMENT Fina payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work :Ls provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days atter the issuance of the Architect's final Certificate for Payment, 0(Xsx(1g0W: ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments clue and unpaid under the Contract shall hear interest from the date payment is due at the rate stated below, or in the ahsence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (lrrcr•r't r'rttt• o/ intrust rrgnvvl upon, t/ tot ) (t '.curl' lines and rryuirrmcnis itnder the, l•ivlrral Truth in Lertdhu}; ; e. I. .cimilrrr slrae and lura! concrrna•r crei/it lures true!olbrr ret;ulutiorts at the ( )u terr .,rend (.iottrschrr :s protapol plat i•s tel hu.sowss. the /oration tel the Project steel Oseurhert• mar «lli•ct the rulirli I' of this pmrisiou. Lt -gal (dell -it t, should hr ohtaunrrl with respect to deletions or modi/icslions, and also rt-garding rerliireineuts satlr as itritteit dist ostims or retirees.) 7.3 Other provisions: NONE ARTICLE 8 TERMINATION OR SUSPENSION 8.1 'I'lic Contract may he terminatcd by the Owncr or the Contractor as provided in Article 1•i of the General Conditions. 8.2 The Work may he suspended by the ( hvncr as provided in Article 14 of the General C011ditions. AIA DOCUMENT A101 - O\X N1 CONTRACTOR AGREEMENT - I \r'FLFTII EDITION - AIA` - (c) 198' -1111 A.\11.K1(.AN INS I -I'1 -I 1 F. OFAR(lll'I'L(A-S, I'ii NEV)'()RK AVEN1'E, N.W., WASHINGTON, D.C. !(KKK) A101-1987 5 • C� ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued aficr execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other dean Modificati(lns, appears in Article 9. In addition, the Contract Documents shall consist of the Town Board's resolution of December 27, 1989, a copy of which is annexed hereto. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to he the responsibility of other,, *XN') XvX-: and except for the work deleted by the Town Board's resolution of December 27, 1989 (i.e., Alternate #3 - gable design elements on the east roof of the building at a cost of $4,000.00, and Alternate #4 - gable design elements on the west roof of the building) . ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of romntrnerntent is [he da[c frons Nvhich the Contract "Time of Paragraph i? is measured, and shall he the date of this Agreement, :1s first written above, unless :1 different (late is stated below or provision is made for the (late to be fixed in a notice to prm-cud issued by the (Avner. (/Jtser! the &I/e uJ 47,lnnroueenn•rrl, r/ it 1/1 flers /rr.rn Ibe r6de n/ this Agrrernenl ur. i/ r!lr/dir'uhle, stall, that the dud• Ivill he Nixed in a uullrr• If, prr,rrt•d. ) Vnlcss the date• of conurleecenu•nt is cstahlishco.1 by a notice to proceed issued by the• ONvecr, the Contractor shall notify the Owncr in writing not ICSS than five da)'S before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 'I'hc Contractor shall achieve Substantial Completion of the entire Work not later than (/mer'I the 4 rdendur (1,114• ar rrlunher r,/ (tilerrdur• dal, « l/er• the duly ul 4- urrrnn•rlernkvrl.:IA., i)INVI'l (M)• rec/niremetits lnr vurlier .Naha/unfiul l:runl,lrlrnn n/ 4 er I,ml /,,,mitran nl the It ,I A,. i/ anis alined elsewhere in the c('01101 it l /u4 in, -Ills April 15, 1990 60 calendar days afterC�fl��l�CC2��1i14t subject to a(Ijuslnunts of Ibis 0)IIIIarl Tinu• as provi(Icd in the ConU:lct U)rumcnts. fln.r,l /n tr nrnm. r/ unr our hqrud,nrd (1ur,n r,4;4�. relutrn,q Ir, /(4rlrnr h, u,urldrle wl lune ) AIA DOCUMENT A101 • WA Nh:H CON FRAC I (W A( do Ii ICM[WI• 'I %XT1.111l HUITIt )N • AIA'' • , P)8- 1111 ANI 1.1(I(.AN IN'.I'I'1.1'1T I* AHCIII I I[( -I'S. 17ii NI[NY' N'( MK A%F%VE. N.W.• NN'ASIIIN(, ION, D.C. _(NNN) A101-1987 2 J ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Fift -ei ht ousand seve hundred thirt one Dollars (S �-9 11-91 �subject to additions and deductions as provided in the Con- tract ISocumen 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the nunthe rs or other identiliccaion u/ accepted alternates. /l decisions int other alternates are to be made by the (kenter subsequent to the execution of this Agreement, attach a schedule of such other allernates slxtuvnk The amount for each and the dale until wbich that antou nt is valid.) See Article 2 of this Contract and the Town Board's resolution of December 27, 1989. Also, the Contract Sum includes the cost of posting a Labor and Materials Payment Bond and a Performance Bond, as shown on the attached invoice of Roy H. Reeve Agency, Inc. dated January 12, 1990. 4.3 Unit prices, if any, are as follows: NONE AIA DOCUMENT A101 • O%XNFR CON -1 1(A(:TOK A(;H1+'MFNT • 1 WE1.FT11 EDITION • AIA' • «) I )ri7 1111. AMIAUCAN INS rI I UTE OF AHC11171i(:I:S, 1735 NES' YORK AVENUE, N.NX , \WA5111NGI ON• D.1:. _'INN)6 A101-1987 3 ARTICLE 5 PROGRESS PAYMENTS 5.1 [rased upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the owner shall make progress Payments on account of the Contract Sum to the Contractor as provided below and else% here in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the Inst day oft tic month, or as follows: 5.3 Provided an Application for Payment is received by the Architect not Etter than the Last day of a month, the Owner shall make payment to the Contractor not later than the Fifteenth (15th) day of the ensuing month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall he made by the Owner not later than Fourteen (14 ) days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be batted upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum anong the various portions of the Work and he prepared in such firm and suPPortcd by such data to substantiate its accuracy as the Architect may require. This Schedule, unless obje('tcd to by the Architect, shall he used as a basis for reviewing the Contractor's Applications R,r Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of clic Work as of the end of tlic period covered by the Application for Payment. 5.6 Subject to the Provisions of clic Contract 1)l,Cllltlent5, the amount of each progress payment shall be computed as follows: 5.6.1 'lake that portion oft tic Contract tium properly allocahlc to completed Work as dcicrmincd by nudtiplying the percentage completion of cacti Portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the S('he(ltlC of Values, less retainag(• of Ten - percent ( 10 '7„). Pending final Lictc•nninatiott of rust to the Owner of changes in the Work, anunuits nut in dispute tray he included as pro vidc•d in.subparagraph 7.3.7 of the Gcnertl Conditions even though the Contract Sum h:u no )Cl be•sn adjusted by Changs Or(Icr, 5.6.2 Adel that portion ()["the Contract Sum properly allocable to materials and equipment delivered :and suitahly stored at the site for suhscque•nt incorporation in the completed construction (or, if approved in advance by Clic owner, suitably stored ott the site at a locaiun agreed upon in writing), less retainage of Ten per(•cnt ( 10 %.); 5.6.3 Suhirtct (lie aggregate of previous payments made by the Owner; and 5.6.4 Subtract :urtounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as Provided in Para- graph 9.5 of the (;cncral Conditions. 5.7 The progress payment amount docrinine•d in accordance with Paragraph 5.0 shall he further ntllelilicel under the li,llo\ving circumstances: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to Ninety percent( 90 %,)ofthcContract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and 5.7.2 Add, if lira cuntplstion of the Work is thereatcr materially (Iclaycd through nu [".cult of the Contractor, any :additional :unuunts p:nahlc in accordance with Subparagraph 9.10.3 of the Gcncral Conditions. 5.8 Reduction or limitation of retainage, if any, shall he as follows: I// it 1, r10lr11drd /ait 'r Ir, 1116"11010/1,11 Cwt/,lr•lir,rl r,/ thr• rlrhrr, It i,rA•. h, redrai• 1',r himl !hr relaillage nv rr11110,q /1'„101 !/hr /n nrllrrr,Gr . illw,1,.1 In (I- g, rK,r1/,),. i n l raid i h _' 10fimv, nerd th1i. 1u,1 rl.sr10 la•rr• ill Ili,• ('r,Illris, l l)r,urrlrrul>. 111".,1 I4-1 •/ur,1/1',r X11,1, n•dar ld,u n1' /r101d10lrnu ) None AIA DOCUMENT A101 • l,U NI I( l'()N I KA( 'fUK AGIME:N11-.N1• 11\ FIT. I'I I KDITIUN •AIA • " 198- 1I11 AUrKk AN INS 1111 1 t. t il- A .urrl< IN, r -ss NF• \•o)Kk A\ I{Nt'F. NV . \\ANIIINGI ON, U.(.. 'INNN, A101-1987 4 ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated :Ls follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AfA DOCLInicm ALM, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated October 16, 1989 and arc as follows: Document Title Pages Project Manual Supplementary Conditions 00800-1 thru..00800-5 9.1.4 '['he Specifications arc those contained in the Project Manual dated :(s in tiuhparagraph 9.1.3, and are as follows: (l'11h, , lal (hl' spe, if It III I"11, ho, NI11Ill I'.1/li hit lllhll INTI !u 1/11" . gn't wlell1 ) Section Title Pages Attached Specification Sections: Division 1 General Requirements Division 2 Site Work Division 3 Concrete Division 4 Masonry Division 5 Metals Division 6 Woods and Plastics Division 7 Thermal and Moisture Protection Division 8 Doors and Windows Division 9 Finishes AIA DOCUMENT A101 • l A� NI'It (1)N'TkA( IB M A( dill -Al I..N I • I IX FLFTII FI)ITION •AIA` • r') I')k, IIII AMEkWAN'INN I'II[Af':()I-AMA IIIHAS, I-i,NI:V)OHKAF:NIT,NIX. 'XAS1IINGION.I).C.1110W, A101-1987 6 9.1.5 The Drawings areas follows, and are dated October 16, 1989 unless a different date is shown below: (h.'ither list the Drawings here or rifer to an exhibit attached to ibis Agreement.) Number Title Date Attached Drawings: A-1 First Floor Plan A-2 Elevations A-3 Elevations,Sections,Details,Schedules 9.1.6 The Addenda, if any, are as follows: Number NONE Date Pages Portions of Addenda relating to hid(ling requirements are not part of dtc Contract DUCllllllI1tS unless the Kidding requirements are also enumcrated in this Article 9. AIA DOCUMENT A101 • OWNER CON I RACT'oR A(;REFSIENT' • l'WELFTll EDITION • AIA'" • (c) I987 'I'IIF AMERICAN INSTITUTE of ARCIWfECTS. 1735 NEW YORK AVENUE, N.W., WASIIINGTON, D.C. !(XXXI A101-1987 7 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: it i.t herr• nn I. adabtrtnrtl (lra mnern.c t hill are intended to forma part of the contract Apt patients The General 0,1111ttions pr( wall, that hrrlding w(parepnents .attb t.. adrer'lusetna•at or fill Halton hr hill. Instructions to bidders, suntpde)(.rms artd tbc• (.innract(,r's bid are riot part of the LiuntrttI t)(ctorterts unless enurneru(ed in this :Igpivinent. /hcj• should in, ltsted bore rill), i) hnended to he part of the Contract /An.tanc•nt.s.) The Town Board's resolution of December 27, 1989, a copy of which is annexed hereto. This AgIcen)ent i, cntcrcd into as of the day and ycar first written aho\•c and is executed in at IC -.LSI three origin:d culling, of \\ hich one is w he d(•li\•ered to the Contractor, one to the Architect for use in the adn)inistc(tion of the Cuntract, and tic rcn)aindcr to the ( )\\ ncr. OWIN FH I\1glidlia'(1) Scot Harris Supervisor, Town of Southold, Southold, New York 11971 I1'rtulerl mart, (1/111 Ill/(,) (:ON'I (.,i•,1 ntY) Robert Jb nsen 4300 Sou dview Avenue Southold, New York 11971 (19-iltlrrl ntnlr and Ida/ AIA DOCUMENT A101 • O\\ NER (.()NA 8A(:'I'UK A(il(h:EMENT - PX LLVI I I HI)I'IION • AIA • • 199' I IIL :1>IF:NIt.AN INSII l'1''I t: Uh AI(CI11"I1`l:I:�, 1'3i NF.% Yl)RK A\'ItNI Ui, N V \C':\VIII\G'rUN, 1) (.. 11MNNt A1O1-1987 8 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (5 16) 765-1823 TELEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON DECEMBER 27, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Robert Johnsen, Southold, for alterations to Southold Town Police Headquarters, at a bid price of $57,700.00, which reflects a base bid of $65,700.00, less the deletion of Alternate #3 - gable design elements on the east roof of the building at a cost of $4,000.00, and Alternate #4 - gable design elements on the west roof of the building; and be it further RESOLVED that the following conditions shall be imposed: (1) The exterior insulation and finished system will not be installed until such time as the weather provides an ambiant temperature in excess of 40 degrees as required by the manufacturer. (2) The fiberglass insulation, which is to be installed above the ceiling of the interior corridor, is subject to written notice to proceed with this aspect of the work given by the architect and/or the Town Board. (3) The project shall be completed within sixty (60) days from April 15, 1990. AND BE IT FURTHER RESOLVED that the Supervisor be and he is hereby authorized and directed to execute a contract between the Town of Southold and Robert Johnsen for the aforesaid alterations to the Southold Town Police Headquarters. Judith T. Terry Southold Town Clerk December 28, 1989 1/08/90 boy cf. CJ\EEUE ogyEnCy, gni. MAIN ROAD - P. 0. BOX 54 MATTITUCK, N. Y. 11952-9990 298-4700 TODAY'S LOSS IS NOT PAID BY TOMORROW'S INSURANCE ROBERT W JOF-VaE�:E:N- SOl...lNDVI:EW AVE! DATE: January 122 1990 tach-fTHOLD N Y 11971. ACCOUNT:J%)I jj:R E-2-•• 1 TD U(A) PLEASE DETACH AND RETURN TOP STUB I17TH PAYMENT TO EXPIRE 00 6 •• . ON 1/08/91 9-P.1'rS11839 t'del.,.f Policy 3ERF-OFr'I`'I(-'iPd(:;1:-.,''PAYM1=NT BOND 1,731.00 -f Total pT''eYY'ill.m due $1,731.00 -HANK YOI...1 for this new L':,1.,M nE:'ss. If you ..1c1Ve any gl..li":?stiC:)T"s plf:_•:::I:.:rr:::: :all us. We nish to be of service to you. IMPORTANT: Please examine the policies listed above and notify immediately if any changes or corrections are necessary. Any policy not wanted must be returned promptly for cancellation; otherwise an earned premium will be chanied by the Company for the time it was in force. Premiums are We when pWw" we received. Kindly make all checks payable to ROY H REEVE AGENCY. INC., A1attituck, New York 119!,2 9990 • JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 14, 1990 Town Hall, 53095 Main Road P.O. Box 1 179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Mr. Johnsen: Returned is your $150.00 deposit for bid specifications for the alterations to Police Headquarters. - - ------ i4 l D1Uri of ACCOUNTS PAYABLE S Refund bid deposit - Police Headquarters alterations JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS >-..- m a r � OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 13, 1990 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Robert W. Johnsen 4300 Soundview Avenue Southold, New York 11971 Dear Mr. Johnsen: Returned herewith is your $6,570.00 bid deposit check with respect to the alterations to the Southold Town Police Headquarters. Your $150.00 deposit for the bid documents will be returned as soon as it has been prepared by the Accounting Department. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure 00310 ROBERT JOHNSEN Southold, NY BID FORM TO: TOWN OF SOUTHOLD hereinafter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: Alterations to Southold Town Police Headquarters and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the Work as required by said proposed Contract Documents, for that portion of the Work identified as "Base Bid," for the stipulated sum of /� DOLLARS ($ G , 702 ) 2. Should the Owner decide to proceed with the portion of the Work identified as " Alt, 41, subtract from the Rase Rir amount stated above the sum of i �PT1 LN o9c>�,�.d Cl�o�� \ciGtJa T:yv�a PiG�IvH��!CG�' T DOLLARS ($ i cnn ) Should the Owner decide_ to proceed with the Dortion of the Work identified as if 7\lt. 4'21 subtract from the ease 11iO amount stated above �lthe sum of DOLLARS ($ Should the Owner decide to proceed with the portion of the Work identified as "Alt. 43, subtract from the Base Bid amount stated above the sum of u,esr_ Fnce -5 el DOLLARS ($ 5.-)houlu tiic Owncr decide to proceeu with the portion of the Work identified as "Alt. #4, subtract from the Base Bid amount stated the above suer,, of � 1 f / e� 7ChatS-aNJ e- ��, I I1', vNdRed DOLLARS ( $ 6. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 87:18 BID FORM 00310-1 7. The undersigned acknowledges receipt of Addenda numbers: 8. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL License number / ) c3 License type Type of business entity: (corporation, cb-partnership, individual, etc.) Individual members of the firm: President of corporation Secretary of corporation Corporation is organized under laws of the State of Bid dated this day of 19 END OF BID FORM BID FORM 87:18 00310-2 00320 . STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public department, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed !o by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission 'of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. , b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 87:18 00320-1 C RESOLUTION Resolved that flol.�vr� I eJo A U S r- - be ( Name ofr-a-i o n ) authorized to sign and submit the bid or proposal of this corporation for the following project I- —k� o U 1 1,C h �_L U -w L1 ?.I r Q 1 ICS C/CS�� I _PRS (Describe Project) and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder s be liable under the penalties of perjury. J The foregoing is a true and correct copy of the resolution adopted by corporation at a meeting of the Board of Directors held on the day of , 19 (SEAL OF THE CORPORATION) Secretary Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 87:18 00320-2 I 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION (Bidder) certified that: I. it intends to use the following listed construction trades in the work under the contract Or- Alo.17i e - rr c:sem Ci.re2: eiL and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: 6.2L�2i SIL and/or, 87:18 b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: C,"10tOa_ i.t I el' J,n (Xf; ' '-1 n k "-, eE and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by 4ese Bid Conditions. (Signature'/of Authori-4d 00330-1 epresentative of Bidder) 7 0 00340 OFFER OF SURETY (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: SURETY COMPANY Signed (Bi der) CERTIFICATE OF SURETY to be signed -by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal is accepted and the contract for the work is awarded to said (Bidder's Name) the (Surety Company) will execute the Surety Bonds as hereinbefore provided. Signed: Authorized Official, Agent, or Attorney Date: IMPORTANT: THIS PACE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 87:18 00340-1 00440 SUBSTITUTION LISTING TO: TOWN BOARD TOWN OF SOUTHOLD hereinafter called "Owner" 1. Pursuant to bidding requirements for the Work titled: Alteration to Southold Town Police Headquarters. The Contract Sum proposed by the undersigned on the bid form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the Contract Documents. However, the undersigned proposes the following substitutions for the Owner's consideration. Should the Owner accept any or all of the proposed substitutions, the bidder's proposed Contract Sum will be reduced by the amount shown. 2. Specified Drawing Proposed product number reduction or or Spec Proposed in Contract material: Section: substitution: Sum: PROVIDE SIGNATURE IDENTICAL TO THAT SHOWN ON THE BID FORM BIDDER: by END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 87:18 00440-1 0 10 V r Ao 1:OZf►,04�"6 �' ii' ?13,00 _ �' 0355 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS .Yr FJL ! "4 ►'� {; OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 13, 1990 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 W. J. Northridge Construction Corporation 20 Railroad Street Huntington, New York 11746 Gentlemen: Returned herewith is your 10% Bid Bond with respect to the alterations to the Southold Town Police Headquarters. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure lit THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe W.J. Northridge construction (Here insert full name and address or legal title of Contractor) Corporation, 20 Railroad Street, Hungtington Station, New York -41.746 as Principal, hereinafter called the Principal, and InternationaA Fid litv �IT��S�Tr�n�� (H re insert u l n n a ress or ega rt e o n y Companv, 24 Commerce Street, Newark, New ,ersev l 2 a corporation duly organized under the laws of the State of New Jers ev as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southhold Main Road, Southold, New York. (Here insert full name and address or legal title of Owner{ as Obligee, hereinafter called the Obligee, in the sum of **10% of the amount of the bid not to exceed Fifteen Thousand Dollars & 00/100** Dollars ($19,000.00 ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for renovations to Southold (Here insert full name, address and description of project) Police Headquarters, Southold, New York. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract Witt, ti,e Obligee in accordance with the terms of such bid, and give such bond of bonds as may be spec;fied in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of November 19 89 TI.J. Nor.thridae Construction Corn. '—W� � �� f "( F)� — rincipal) (Seal) (.Witness) �— (Title) Bid Date:11-22-89 Bond Amt:10% of 50,000. ( itness) International Fidel AIA DOCUMENT A310 • BID BOND • AIA B • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 (Surety) (Title) nsurance ro. (Seal) JI i i s c S:ate•of • ss. County of cY E i On this day of ,19 , before me persaolopy carr. eo to me knowr c rr.e :e `ti deal :!e:rr', d in a„d %P+c, ovecuipd the fn►Ponina instrurnent. ^nr± ark nowledged to me that he execute the same. My commission expires Notary Public -------------------------------------------------------------------- State of ss. County of E On this day of 19 , before me personally can to me known and known to n � o to be a member of the firm of described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for t act and deed of said firm. My commission expires Notary Public -------------------------------------------------------------------- State of 55. County of On thisCf- I st day of n `� env► h �� ,19 ” f before me personally car � � �, C ff- , to me know, cwho being by me duly sworn, did depose and say that he is the v � of W.J. Northridge Construction Corporation the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed said instrument is such corporate seal; tha it was so affixed by order of the Board of Directors of said corporation, and that he signed I same thereto by like order. 01 D. SMITH Notary 9 State of New York No. 4894949 •Suffolk Coun My commission expires Commission Expires Mar 11.19_L1 Notary Public -------------------------------------------------------------------- State of New York ss. County of Westchester 22nd November On this day of . 19 89 , before me personally cap c Denise Alexanian to me known, who, being by me duly sworn, did depose and say tt Z v, he is an attorney-in-fact of International Fidelity Insurance Company the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the : a affixed to the within instrument is such corporate seal, and that he signed the said instrument andaffixed the said seal as Attorney -in -F by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. II V pull A a fF01 of Now Newt' NPub O' � et Now Mit! My, commission expires ' Lf m Notary Public FORT-' #13-25M, INTERN&IONAL FIDELITY INSURAIOE COMPANY 24 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS, LIABILITIES, SURPLUS AND OTHER FUNDS AT DECEMBER 31, 1988 ASSETS 1988 Bonds (Amortized Value) ..................................... $37,187,002 Preferred Stock ............................................. 1,000,000 Common Stocks (Market Value) ............................... 1,071,342 Mortgage Loans on Real Estate ............................... 88,211 RealEstate ................................................ 60,620 Cash & Bank Deposits ....................................... 6,096,146 Short Term Investments ...................................... 1,868,972 Unpaid Premiums & Assumed Balances ........................ 1,300,138 Reinsurance Recoverable on Loss Payments ..................... 1,198,671 Federal Income Tax Recoverable .............................. 235,000 Electronic Data Processing Equipment ......................... 208,044 Interest & Dividends Due and Accrued ......................... 986,157 Equity in Pools and Associations ................................ 186 Funds Held in Escrow Accounts .............................. 6,158,212 Collateral Funds Held Under Contract ......................... (6,158,212) Contract Balances Due and Unpaid ............................ 508,861 TOTAL ASSETS ................................. $51,809,350 LIABILITIES, SURPLUS & OTHER FUNDS Losses (Reported losses net as to reinsurance ceded and incurred but not reported losses) ............................ $17,930,319 Loss Adjustments Expenses ................................... 6,276,234 Contingent Commissions & Other Similar Charges ............... 153,582 Other Expenses (Excluding taxes, licenses and fees) .............. 81,222 Taxes, Licenses & Fees (Excluding Federal Income Tax).......... 463,776 Unearned Premiums ......................................... 14,807,880 Funds Held by Company Under Reinsurance Treaties ............ 122,998 Accounts Withheld by Company for Account of Others........... 21,990 Liability for Unauthorized Reinsurance ......................... 224,724 Liability for Uncashed Checks ................................ 57 TOTAL LIABILITIES ............................ $40.082,782 Common Capital Stock ...................................... 1,330,000 Preferred Capital Stock ...................................... 1,200,000 Gross Paid -in & Contributed Surplus .......................... 544,600 Unassigned Funds (Surplus) .................................. 8,651,968 Surplus as Regards Policyholders ................... 11,726,568 TOTAL LIABILITIES, SURPLUS & OTHER FUNDS $51,809,350 I, PHILIP KONVITZ, President of INTERNATIONAL FIDELITY INSURANCE COMPANY, certify that the foregoing is a fair statement of Assets, Liabilities, Surplus and Other Funds of this Company, at the close of business, December 31, 1988, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. `QTY //Vs h IN TESTIMONY WHEREOF, I have set my hand and affixed the seal of F s. the Company, this February 28, 1989. �POR4 9y SEAL f� INTERNATIONAL FIDELITY INSURANCE COMPANY 0 a 1904 i o yds yF� �ERS� a� President # 1. i .> { 1 LL. (201) 624-7200 PO yr ER OF A VJL�i V EY xy , IN°TERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE 24 COMMERCE STREET NEWARK, NEW JERSEY07102 BOND NO 14, 1 N Kot Ak'AI L MFN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a croiporation organized and ttsting undo i ,he laws of the `��ate of New Jersey and having its principal office in the City of Newark New Jersey, does hereby constitute and appoint EDMUND J,` BERGASSI, TIMOTHY_J. DAVIDOW, DENISE ALEXANIAN, ;.SALVATRICE A. MILONE F NEW ROCHELLE,� NEW YORK` , its true andIawfulattomey(s)-in-fact toexe:ute,seal and deliver for and on its behalfassurety,ariyandall bonds and undertakings, contracts ofindr:. yarid�"' otlLcru.6-.)gs obligawry in the nature thereof, which areormay be allowed, required orpermitted bylaw, statute, rule, regulation, contractorotherw', Attie, ext cuti,.,n of such instr �ument(s) in pursuant: of these presents, shall be as binding upon the said INTERNATIONAL FIDEI.TI'Y INSURANCE C�i!'� LNY, r as i ulk and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its princi ofirce� This Power of Attorney is executed, and may certified to and maybe revoked, pursuant to add bysuthorityofArticle2, Secdon 3,`ofthe By-Law, teii by the I3i,ard of Directors of INTERNATIDNAL FIDE, LITY INSURANCE COMPANY at a meeting called and held on the 23rd day of Decern k 1968 r _; I Prc ident or any Vice President, Executive Vice, President, Secretary or Assistant Secretary, shall have power and authority (l) To appoint Attorneys-in-fact, and io authorize them to execute on behalf of the Company, -and attach the Seafof the Company thereto, bl,, and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and s :.- .-. .._ -. ,. '. '.: � Y .;,�{M 3 "ys `� � pN ry•Y.-, fit:; (2)e, 4 To remove, at any time, any such ^ ch Attorney-in-fact and revoke the authority given `�- Furtht�r, this Power of Attorney is d ,in"; sealed by facsimile pursuant to resolution of the Board of Directors ofsaid Company adopted at a me+ A duly cah: ,d and held on the 4th day of February, 1975 of which the following is a true excerpt: r , �?. e c;ca il.. refore the sign rtures of such offcers :md the seal of the Company may be affixed to any such power of attomeyor anyeertificate`relating t et® by a t . and any such power of attarnr + t ccr ificate hearing such facsimile signatures or facsimile seal hall be Valid and binding upon the Comt.� iy and u, ,,ewer so exe, utecl and ciiificd f,. imilc signatures and facsimile seal shall be valid and binding upon the Company in the future with .,. pect to fhc,.fd or underta} Mg to whicli it is att xhi d. , r IN TES TI VONY WHEREOF, INTERNATIONAL. FIDELITY INSURANCE COMPANY has caused this instr as_ tent to be signed a id its corporate seal to be affixed by its authorized officer, this Ist day of May A.D. 1986 INTERNATIONAL FIDELITYINSURANCE COM "ANY SM 1 STATE OF NEW JERSEY { County of Essex f > +'?f� �•q� - �, { a+ +its a � � �.:' X llk Executive Vice President -' fi+ x l?., il_�s 1st r1 ,y Cf"RS +} 19%6 before me came the individual who executed the preceding instrument; to me personailyicnown; and, beingbyme duly sworn. wits th_a lie is tl 0wr +n described and authorized officer of the INTERNATIONAL FIDEI,ITY INSURANCE COMPANY; that the seal affixed to said inat r ii is the ( orpt rate Scat of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board yyof Directors ufsaid i i) 1 ' k' � •.r1a�Sr� � Y` 'i #�. '�"a��„>� t IN TESTIN ONY WHEREOF, I have hereunto set my hand and affixed my OfficiC.al Seal , " "+ t: it the City c f Newark, New Jersey the day and year first above written. 01.4 R U B L A NOTARY PUBLIC OF NEW JERSEY My Commission Expires April 28, 1992 iE • "� �"` CERTIFIC:AT[.JN � 116l9dit���a t x. (ifltiTER.'ti. T!01N.�', "FIDi 1-11)"?NS' ?R.kNCF CO IPAN"i'doherebycerlifythatIhavecomparedtheforegoingd -, dil < � �,.:;:: F;.lt. 1a�4safs,a:;:Cr..mpanyasset forth,nsaidPowcrofAttorney, with the ORNAN +` ',, ?['%'vr.�.r1ii,tiAcsa:n,:are correcttranscriptsthereof, an-of the whole of the said originals, and tha- s- 1 Vtor ict ha, not been te�okcd and is now in full foicc and effect , I,. Ti` TlMOtiY },i IiLRLOF, I have hereunto set my hand tl lay of � �� /� �7 A c _ oa � d ' a x v�rac�, �- { �' '�� :�' 4 f �,y� '. � `+� ."`" d ,g,'tiv' w, rz'f ��1 r< ,�..'ry,• y �a s1, ,' t:. t 1 $r�v'N�„"'?A'i1..r r,�"i+si�' T n ,r«Y,ark'rr i 3 R 3 t a�" s4�'�• t �' s `, `+ �r `�'�.�' S x`+ 7. t€ 2 y : r`+rr �` 'rh`� yt t r ..ggy,i, a 2"�' 4, s&,.,%'.^ y' s'"".,� Z., saf`^av' "�'�•1�'�'� z 4 i uMTM ,:, s, 1 f. xkN .ir vi P S z :y� i k xh r' xjt t} _ oa � d ' a x v�rac�, �- { �' '�� :�' 4 f �,y� '. � `+� ."`" d ,g,'tiv' w, rz'f ��1 r< ,�..'ry,• y �a s1, ,' t:. t 1 $r�v'N�„"'?A'i1..r r,�"i+si�' T n ,r«Y,ark'rr i 3 R 3 t a�" s4�'�• t �' s `, `+ �r `�'�.�' S x`+ 7. t€ 2 y : r`+rr �` 'rh`� yt t r ..ggy,i, a 2"�' 4, s&,.,%'.^ y' s'"".,� Z., saf`^av' "�'�•1�'�'� z 4 i uMTM ,:, s, JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS V ~ a OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 13, 1990 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Donald G. Handlik, President J. Greaney Construction Corp. 546 Franklin Avenue Massapequa, New York 11758 Dear Mr. Handlik: Returned herewith is your 10% Bid Bond with respect to the alterations to the Southold Town Police Headquarters. Very truly yours, Judith T. Terr Southold Town Clerk Enclosure BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we J. Greaney Construction Corp. 546 Franklin Avenue Massapequa, NY 11758 as Principal, hereinafter called the Principal, and Reliance Insurance Company of New York 116 John St. New York, NY 10038 a corporation duly organized under the laws of the State of New York as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount Bid.. . Dollars (S 10% of amt bid.),.. for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, adminis- trators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for alterations to Southold Town Police Headquarters NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accord- ance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the dif- ference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of November 19 ,89 4� (Witness) ��) oof (Witness) Revised to February, 1970 SB 5714b Printed in U.S.A. Reliance Insurance Company of New York J� (Surety) (Seal) er ane (Title) Attorney-in-Fac ' RELANCE INSURANCE AOMPIkIlTy OF NEW YORK HOME OFFICE. CANANDAIGUA. NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the RELIANCE INSURANCE COMPANY OF NEW YORK, a corporation duly organized under the laws of the State of New York, does hereby make, constitute and appoint Joseph Sforzo, Thanas Keating, Robert Kempner and Robert W. O'Kane, individually, of Hicksville, New York its true and lawful Attorney(s)-in-Fact, to make execute, seal and deliver for and on its behalf, and as its act and deed any and all bonds and undertakings of Suretyship, and to bind the RELIANCE INSURANCE COMPANY OF NEW YORK thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the RELIANCE INSURANCE COMPANY OF NEW YORK and sealed and attested by one other of such officers, and hereby ratifies and confirms all that its said Attorneys) -in -Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the By -Laws of RELIANCE INSURANCE COM- PANY OF NEW YORK, which provisions are now in full force and effect, reading as follows: ARTICLE VII — Execution of Bonds and Undertakings 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, and any Vice Presidentor Assistant Vice President or other officer designated by the Board of Directors shall have power and authority to (a) appoint Attorneys -in -Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (b) to remove any such Attorney -in -Fact at any time and revoke the power and authority given to him. 2. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof The corporate seal is not necessary for the validity of any bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. 3. Attorneys -in -Fact shall have power and authority to execute affidavits required to be attached to bonds, recognizances, contracts of indemnity or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By -Laws of the Company or any article or section thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of RELIANCE INSURANCE COMPANY OF NEW YORK at a meeting held on the 25th day of January, 1979, at which a quorum was present and said Resolution has not been amended or repealed: "Resolved, that the signatures of such directors and officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." IN WITNESS WHEREOF, the RELIANCE INSURANCE COMPANY OF NEW YORK has caused theseptlents toe signed by its Vice President and its corporate seal to be hereto affixed, this 22nd day of May 19 86 RELIAN NSU A E OMP Y OF (SEAL 1��1978 �_, Vic d n resit STATE OF Pennsylvania. �y��Y4ys ' COUNTY OF Philadelphia. On this 22nd day of Macy 19 86, personally appeared Raymond MaCNeil to me known to be the Vice President of the RELIANCE INS ANCE COMPANY OF NEW YORK, and acknowledged that he executed and attested the foregoing instrument and affixed the h f said cor ation hereto, and that Article V Il, Section 1, 2 and 3 of the By -Laws of said Company, set forth therein, is still in full force. My Commission Expires: Y' - September 28 ,1987 V Notary Public in and for State of Pennsylvania Residing at Philadelphia I Ray L. Lorah , Assistant Secretary of the RELIANCE INSURANCE COMPANY OF NEW YORK, do hereby certify that the above and foregoing is a true and correct copy of a Power of Misr executed by said RELIANCE INSURANCE COMPANY OF NEW YORK, which is still in full force and effect. S;iSJPP�tf r 16h November 89• IN WITNESS WHEREOF, I have hereunto set my hand and affix then d Company this tf 19 BOR -1838 -NY Ed. 3/79 ' Assistant Secretary—_---.._— C] E Y PRINCIPAL'S ACKNOWLEDGEMENT -IF INDIVIDUAL OR FIRM State of New York, County of ss: On this day of , 19 , before me personally came to me known to be (the individual) (one of the firm of ) described in and who executed the within instrument, and he thereupon duly acknowledged to me that he executed the same (as the act and deed of said firm). Notary Public PRINCIPAL'S ACKNOWLED133 EM ENT— IF A CORPORATION State of New York, County of A49 -0.1 -- ss: On this c+` 0 1 day of vol- 19 XV, before me personally came to me known, who ing by me duly sworn, deposes and says: T at h resides in that tie is�� of , the corporation described in and which executed the within inst ment; that he nows the seal o�thsaid corpora- tion; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of the said corporation,_ and that he signed his name to the said ' strument by like order MARILYN RICCIO � i Notary Public, State of New York No. 4864160 Notary Public 1 Qualified in Suffolk County Commission Expires July7, 1990 w State of New York, County of SURETY COMPANY'S ACKNOWLEDGEMENT Nassau ss: On this 22nd day of November ,19 89 before me personally came Robert W. 0 Kane to me known, who, being by me duly sworn, did depose and say: That he resides in Garden City, NY that he is Attorney -in -Fact of the RELIANCE INSTjRAPTCE COITATTY OF NhW YORK , the corporation described in and which executed the foregoing instrument; that he knows the corporate seal of said company; that the seal affixed to said instrument is such corporate seal of said company; that it was so affixed by the authority granted to him in accordance with the by-laws of said corporation; that he signed his name thereto by like authority; that the Superintendent of Insurance of the State of New, York has, pursuant to Chapter 882 of the Laws of the State of New York for the year 1939 constituting Chapter 28 of the Consolidated Laws of the State of New York known as the Insurance Law, issued to the RELIANCE INSURAMCF COITANY OF !11.7 YORK his certificate that said company is qualified to become surety or guarantor on all bonds, undertakings, recognizances, guaran- tees and other obligations required or permitted by law; and that such certificate has not been revo d. JANET SFORZO NOTARY PUBLIC, State of New York ^� No. 4643523 Notary Public ... Qudified inn Ncssau Cou ��` •o, Commission, txpi: os ,august ,•�a`,fYGky� s� sEar�l 19.8 U ¢ < BD -1827-A NY Ed. 2/82 P.�LiANC� iNSUP.A1\T= COMPAN"'ar OP =W HOME OFFICE. FAIRPORT. NEW YORK FINANCIAL STATEMENT DECEMBER 31, 1988 ASSETS Cash and Bank Deposits....................................................... $ 1.022 Securities ............. .................................................... 63,313,500 Premium Balances (under 90 days) .............................................. (2,572,547)• Accrued Interest and Dividends ................................................. 1,438,783 Other Assets ................................. 4.936.719 Total Admitted Assets ..................................................... $67.117,477 LIABILITIES Losses and Loss Adjustment Expense ........................................... $37,448,212 UnearnedPremiums.......................................................... 9.390,177 FederalIncome Taxes......................................................... —0— OtherLiabilities ............................................................. 3.305.174 Total Liaoilities........................................................... 550.143.563 CAPITAL AND SURPLUS CapitalPaid Up.............................................................. $ 1,000,000 Surplus.... ............................................................ 15973.914 Total Policyholders' Surplus ............................................... 16,973,914 Total Liabilities, Capital and Surplus ........................................ $67,117,477 State of Washington) SS. County of King ) Lawrence W. Carlstrom, being duly sworn, says: That he is Vice President of the RELIANCE INSURANCE COMPANY OF NEW YORK; that said company is a corporation duly organized, existing, and engaged in business as a surety by virtue of the laws of the State of New York, and has duly complied with alt the requirements of the laws of said state applicable to said company and is duly qualified to act as surety under such laws; that said company has also complied with and is duly qualified to act as surety unser the Act of Congress of July 30, 1947, as amended (6 U.S.C. 6-13); that the foregoing is a full, true and correct statement of the financial condition of said company on the 31st day of December, 1988. Sworn to before me this 16th day of March, 1989. VK�PwsweM Pamela Young. Notary Public. Salto of Washington. Cuunty of KinU. My Cunumaaion Expuns May 15, 1990. n BOR -1421 NY Ea 3169 T • JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 29, 1990 William J. Walters East End Sheet Metal, Inc. Westphalia Road P. O. Box 1184 Mattituck, New York 11952 Dear Mr. Walters: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on January 23, 1990, accepted your proposal in the amount of $2,675.00 to accomplish the necessary air duct return system above the hallway attic at the S uth cId Town Police Headquarters. Certified resolution of acceptance en - Please contact Chief Winters to make arrangements to accomplish the work. Thank you for submitting your proposal for this project. Enclosure cc: Chief Winters Garrett A. Strang, Architect Very truly yours, Judith T. Terry Southold Town Clerk °171 ,, ,= OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 29, 1990 William J. Walters East End Sheet Metal, Inc. Westphalia Road P. O. Box 1184 Mattituck, New York 11952 Dear Mr. Walters: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on January 23, 1990, accepted your proposal in the amount of $2,675.00 to accomplish the necessary air duct return system above the hallway attic at the S uth cId Town Police Headquarters. Certified resolution of acceptance en - Please contact Chief Winters to make arrangements to accomplish the work. Thank you for submitting your proposal for this project. Enclosure cc: Chief Winters Garrett A. Strang, Architect Very truly yours, Judith T. Terry Southold Town Clerk �oc��FFOLK�OGy o JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JANUARY 23, 1990: RESOLVED that the Town Board of the Town of Southold hereby accepts the proposal of East End Sheet Metal, Inc., in the amount of $2,675.00, to accomplish the necessary air duct return system above the hallway attic at the Southold Town Police Headquarters, all in accordance with their proposal dated January 19, 1990. _ �f� Judith T. Terry Southold Town Clerk January 26, 1990 PRODUCT 11&3 �Inc., Groton, Mass. 01471. To Order PHONE TOLL FREE 1 +800-225-6380 EAST END SHEET METAL, INC. Westphalia Road P.0 Box 1184 MATTITUCK, NEW YORK 11952 (516) 298-9683 Page No. of Pages 19P Fropa,6P hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Two thousand, six hundred, seventy-five & 00/cents dol lars($ 2,675.00 �. Payment to be made as follows: Payment is due uDon comDletion. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifica- Authorized tions involving extra costs will be executed only upon written orders, and will become an Signature extra charge over and above the estimate. All agreements contingent upon strikes, accidents Note: This proposal may be or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within Arreptaurr of f raposal —The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature PRODUCT118-3 �slna„Groton, Mass. 01471. To Order PHONE TOLL FREE 1+800225-6380 30 days. t JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 29, 1990 Gunter Morchel, President Morchel Heating E Air Conditioning Route 25 - P. O. Box 1216 Mattituck, New York 11952 Dear Mr. Morchel: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on January 23, 1990, accepted the proposal of East End Sheet Metal, Inc., in the amount of $2,675.00 to accomplish the necessary air duct return system above the hallway attic at the Southold Town Police Headquarters. Thank you for submitting your proposal for this project. Very truly yours, �o� Judith T. Terry Southold Town Clerk cc: Chief Winters More/ He ng & Air Conditioning Route 25 • P O. Box 1216 Mattituck, L. l., NY 11952 516 298 9122 so TRM/E TM Authorized Dealer Jan. 18 , 19 9 0 Southold Town Police Station Main Rd. Peconic, NY 11958 Attn: Chief Daniel Winters RE: Southold Town Police Station - Building We propose to supply and install a complete return duct system above the hallway attic and connect 10 - 18x6 exist- ing return grills to a common return duct. Insulate all ductwork with 1z" aluminium scrim insulation. TOTAL PRICE $ 3,500.00 Sincerely, Gunter Morchel President January 10, 1990 W. J. Northridge Construction Corp. 20 Railroad Street Huntington Station, New York 11746 Dear Sir: The Southold Town Board accepted the bid of Robert Johnsen, Southold, for the alterations to the Southold Town Police Headquarters at a bid price of $57,700.00. Mr. Johnsen's base bid was $65,700.00, but the Town Board deleted the east and west gable design elements at a cost of $4,000.00 each. Enclosed is your $150.00 deposit for the bid documents. Your 10% bid bond will be returned as soon as Mr. Johnsen executes the contract for the project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure P� *J Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 JUDITH T. TERRY '' ' ` FAX ) 765-1823 TOWN CLERK TELEPHONE16) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 10, 1990 W. J. Northridge Construction Corp. 20 Railroad Street Huntington Station, New York 11746 Dear Sir: The Southold Town Board accepted the bid of Robert Johnsen, Southold, for the alterations to the Southold Town Police Headquarters at a bid price of $57,700.00. Mr. Johnsen's base bid was $65,700.00, but the Town Board deleted the east and west gable design elements at a cost of $4,000.00 each. Enclosed is your $150.00 deposit for the bid documents. Your 10% bid bond will be returned as soon as Mr. Johnsen executes the contract for the project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure -� n • • JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS i 9 1 Pi OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 10, 1990 J 8 R Home Improvement 36 South Street Greenport, New York 11944 Dear Sir: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Returned herewith is your $150.00 for the bid documents you returned on November 20, 1989 with respect to the alterations to the Southold Town Police Headquarters. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure 00 CILIUM Of g011tljVlb ACCOUNTS PAYABLE JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS John: 0 0 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 29, 1989 • Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Please issue checks to the following companies who returned their plans and specifications within five days of the bid opening (Nov. 22, 1989) for the alterations to Police Headquarters: W. J. Northridge Construction Corp. - $150.00 J. R. Home Improvement - $150.00 Thank you, Ole JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS • OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 3, 1990 Garrett A. Strang, Architect 54655 Main Road, P. O. Box 1412 Southold, New York 11971 Dear Garrett: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 Enclosed is the Southold Town Board resolution of December 27, 1989, accepting the bid of Robert Johnsen for alterations to Southold Town Police Headquarters. I am transmitting this same resolution to Mr. Johnson with instructions to begin securing his performance bond, labor and material bond and insurance certificates. I will ask our Town Attorney to prepare the contract. Very truly yours, Judith T. erry Southold Town Clerk Enclosure } 0• •� 4 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 3, 1990 Robert Johnsen 4300 Soundview Avenue Southold, New York 11971 Dear Mr. Johnsen: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on December 27, 1989, accepted your bid in the amount of $57,700.00 for alterations to the Southold Town Police Headquarters - Alternates #3 and #4 - gable design elements - were deleted. Please make arrangements for securing your 100% Performance Bond, Labor and Material Payment Bond, and required insurance certificates. I am enclosing copies of the foregoing from the bid specifications. I have submitted the necessary information to the Town Attorney's office for preparation of the contract. When it is ready a copy will be forwarded to you for approval before you will be asked to sign. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures •• JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS s i "tea" OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD 0 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON DECEMBER 27, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts d the bid of Robert Johnsen, Southold, for alterations to Southold Town Police Headquarters, at a bid price of $57,700.00, which reflects a base bid of $65,700.00, less the deletion of Alternate #3 - gable design elements on the east roof of the building at a cost of $4,000.00, and Alternate #4 - gable design elements on the west roof of the building; and be it further RESOLVED that the following conditions shall be imposed: (1) The exterior insulation and finished system will not be installed until such time as the weather provides an ambiant temperature in excess of 40 degrees as required by the manufacturer. (2) The fiberglass insulation, which is to be installed above the ceiling of the interior corridor, is subject to written notice to proceed with this aspect of the work given by the architect and/or the Town Board. (3) The project shall be completed within sixty (60) days from April 15, 1990. AND BE IT FURTHER RESOLVED that the Supervisor be and he is hereby authorized and directed to execute a contract between the Town of Southold and Robert Johnsen for the aforesaid alterations to the Southold Town Police Headquarters. Judith T. Terry Southold Town Clerk December 28, 1989 00 90 THE AMERICAN INSTITUTE OF ARCHITECTS 10. - AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Contractor, and, (Here insert full name and address or legal title of Contractor) (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of Dollars ($ for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 , entered into a contract with Owner for (Here insert full name, address and description of pro)ec0 in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal tale of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA UUCUMENT A311 • P(RIOR.�tAN( r BOND AND IABi)R AND MATMAL PAYNIUNT ROND • AIA IffiRUARY 19'0 LU. • 111E AIAIRl( AN INSTITUTI Or ARCHIUCTS. 171i N 1' A%'I.. N, W., WASHINUR N, D. C. 20006 1 PERFORMANCE BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of Signed and sealed this day of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) Years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. 19 Pnncip,l)! iticali IYL'unr}ti) rith•! I Nun•t1) Oval) i 1 �th•1 AIA DOCUMENT A311 • I'1RFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA Cal I IBRUARY 1'!70 EO. • IHE AMLKICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 200% 2 0 . 90 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Principal, and, (Here insert full name and address or legal title of Contractor) (Here insert full name and address or legal title of Suretyl as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal tide of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow clefined, in the amount of (Here insert a sum equal to at least one-half of the contract price) Dollars l$ for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated (Here insert full name, address and description of project) 19 in accordance with Drawings and Specifications prepared by , entered into a contract with Owner for (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • A!A O FEBRUARY 1970 ED. • THE A,MLRICAN INSTITUTE OF ARCHI FECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 •• LABOR AND MATERIAL PAYMENT BOND NOW, THTRTIc)Rf. Tilt CONDITION OI THIS OBIIGAHON is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor ",,as done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant. prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: J) Unless claimant, other than one having a dire( t contra(t with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this (Wrtne,t) (Wrincs') day of accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall he served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- a(tion of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than .n a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made -in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. (Principal) (T)lle) (Surely) 19 (Seal) (seal) AIA DOCUMENE A311 • I 001OMANCE BOND AND LABOR AND MATERIAL 11AYMfNT BOND • AIA OO A IEBRUARY 19711 LD. • THE AMLRIO AN INSTITUTE Of ARCHITECTS, 17 is NY. AVE., N.W., WASHIN(,TON, D. C. 2(KM Y . „ !0 !0 8. After subparagraph 8.3.3, add: 8.3.4 In planning his construction schedule within the agreed Contract Time, it shall be assumed that the Contractor has anticipated the amount of adverse weather conditions nor- mal to the site of the Work for the season or seasons of the year involved. Only those weather delays attributable to other than normal weather conditions will be considered by the Architect. 8.3.5 When the Contract Time has been extended, as pro- vided under this Paragraph 8.3, such extension of .time shall not be considered as justifying extra compensation to the Contractor for Administrative costs or other such reasons. 9. At the end of subparagraph 9.3.1, add: The form of application for payment shall be AIA Document G702, "Application and Certificate for Payment", supported by continuation sheet or sheets approved by the Architect. 10. Add the following Clauses 9.3.1.3 to 9.3.1: 9.3.1.3 Until Substantial Completion, the Owner will pay 90% of the amount due to the Contractor on account of progress payments. 11. Add the following clauses 11.1.1.8, 11.1.1.9 to 11.1.1: 11.1.1.8 Liability Insurance shall include all major divi- sions of coverage and be on a comprehensive basis including: 1. Premises Operations (including X -C -U as applicable) 2. Independent Contractors' Protective 3. Owned, non -owned and hired motor vehicles 4. Broad Form Property Damage including Completed Op- erations. 11.1.1.9 All Contractors' insurance policies shall name the Architect and the Owner as additional insureds. 12. Add the following Clause 11.1.2.1 to 11.1.2: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall written for not less than the following, or greater if requir; law: 1. Workers' Compensation: (a) State Statutory (b) Applicable Federal (e.g. Longshoremen's): Statutory (c) Employer's Liability: $1,000,000 SUPPLEMENTARY CONDITIONS 87:18 00800-3 09 + ! 2. Comprehensive General Liability (including Premises/Operations; independent Contractors' Protective; Products and Completed Operations; Broad Form Property Damage): (a) Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate (b) Property Damage: $500,000 Each Occurrence $500,000 Annual Aggregate (c) Products and Complete Operations to be maintained for one year after final payment. 3. Contractual Liability: (a) Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate (b) Property Damage: $500,000 Each Occurrence $500,000 Annual Aggregate 4. Personal Injury, with Employment Exclusion deleted: $500,000 Annual Aggregate 5. Comprehensive Automobile Liability: (a) Bodily Injury: $1,000,000 Each Person $1,000,000 Each Occurrence (b) Property Damage: $500,000 Each Occurrence NOTE: The State of New York has a no-fault automobile insurance re- quirement. The Contractor shall be certain coverage is provided which conforms to any specific stipulation in the law. 6. Umbrella Excess Liability: $1,000,000 over Primary Insurance $NONE - retention for self-insured hazards each occurrence SUPPLEMENTARY CONDITIONS 87:18 00800-4 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS I t OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 29, 1989 Donald G. Handlik, President J. Greaney Construction Corp. 546 Franklin Avenue Massapequa, New York 11758 Dear Mr. Handlik: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on December 27, 1989, accepted the bid of Robert Johnsen, Southold, for the alterations to the Southold Town Police Headquarters, at a bid price of $57,700.00. Mr. Johnsen's base bid was $65,700.00, but the Town Board deleted the east and west gable design elements at a cost of $4,000.00 each. Your bid bond will be returned to you as soon as we have an executed contract. Thank you for submitting your bid for this project. Very truly yours, Judith T. Terry Southold Town Clerk 0 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON DECEMBER 27, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Robert Johnsen, Southold, for alterations to Southold Town Police Headquarters, at a bid price of $57,700.00, which reflects a base bid of $65,700.00, less the deletion of Alternate #3 - gable design elements on the east roof of the building at a cost of $4,000.00, and Alternate #4 - gable design elements on the west roof of the building; and be it further RESOLVED that the following conditions shall be imposed: (1) The exterior insulation and finished system will not be installed until such time as the weather provides an ambiant temperature in excess of 40 degrees as required by the manufacturer. (2) The fiberglass insulation, which is to be installed above the ceiling of the interior corridor, is subject to written notice to proceed with this aspect of the work given by the architect and/or the Town Board. (3) The project shall be completed within sixty (60) days from April 15, 1990. AND BE IT FURTHER RESOLVED that the Supervisor be and he is hereby authorized and directed to execute a contract between the Town of Southold and Robert Johnsen for the aforesaid alterations to the Southold Town Police Headquarters. Judith T. Terr Southold Town Clerk December 28, 1989 TO: 1. 2. M 4. r&M AM 87:18 00310 BID FORM TOWN OF SOUTHOLD hereinafter called "Owner" The undersigned, having examined the proposed Contract Doc- uments titled: Alterations to Southold Town Police Headquarters and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the Work as required by said proposed Contract Documents, for that portion of the Work identified as "Base Bid," for the stipulated sum of DOLLARS ($ G baa ) Should the Owner decide to proceed with the portion of the Work identified as " Alt. 41, subtract from the Rase Rid amount stated above the sum of I PTP IM a s ea r �N . l U 0 / i� 'Two } vy �►,G► P i l� 4 c� Hyl/ ��i DOLLARS ($ Should the Owner decides to proceed with the portion of the Work identified as 't Alt. 42, subtract from the ease p-ic0, amount stated above the sum of } DOLLARS ($ L+ C;C,c> ) Should the Owner decide to proceed with the portion of the Work identified as Alt. 13, subtract from the Base Bid amount stated above the sum of DOLLARS J1iUulu tit-- OwnCr decide to proceeu with the portion of the Work identified as "Alt. #4, subtract from the Base Bid amount stated the above sum, of DOLLARS ( $0' ) The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. BID FORM 00310-1 i J f 7. The undersigned acknowledges receipt of Addenda numbers: 8. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL License number License type Type of business entity: /Rdj, a;dui a 1. (corporation, cb-partnership, individual, etc.) Individual members of the firm: President of corporation Secretary of corporation Corporation is organized under laws of the State of Bid dated this day of 19 END'OF BID FORM BID FORM 87:18 00310-2 • 00320 STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public deportment, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission bf this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mazer relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by low, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 87:18 00320-1 C RESOLUTION Resolved that , ot�n/P.7o A ti, S F %^ be (Name ofa�ion) authorized to sign and submit the bid or proposal of this corporation for the following project (Describe Project) and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder styaljl be liable under the penalties of perjury. j The foregoing is a true and correct copy of the resolution adopted by corporation at a meeting of the Board of Directors held on the day of , 19 (SEAL OF THE CORPORATION) Secretary Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 87: 18 -- 00320-2 ic 0 00330 • NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION Not ('C 1o�V'�5 e�t (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under the contract QoQTe fi- - ivy asv .� e�L and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid _Conditions, those trades being: i etz jun A'-nC, -1 (�_ ka . -2 -etc-, and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by 4ese Bid Conditions. (Signatur f Authori 87:18 00330-1 presentative of Bidder) 00340 OFFER OF SURETY . (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: rx SURETY COMPANY Signed (Bi tier) CERTIFICATE OF SURETY to be signed,by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal is accepted and the contract for the work is awarded to said (Bidder's Name) the (S'urety Company) will execute the Surety Bonds as hereinbefore provided. Signed: Authorized Official, Agent, or Attorney Date: IMPORTANT: THIS PACE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 87:18 00340-1 • 00440 SUBSTITUTION LISTING TO: TOWN BOARD TOWN OF SOUTHOLD hereinafter called "Owner" 1. Pursuant to bidding requirements for the Work titled: Alteration to Southold Town Police Headquarters. The Contract Sum proposed by the undersigned on the bid form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the Contract Documents. However, the undersigned proposes the following substitutions for the Owner's consideration. Should the Owner accept any or all of the proposed substitutions, the bidder's proposed Contract Sum will be reduced by the amount shown. 2. Specified Drawing Proposed product number reduction or or Spec Proposed in Contract material: Section: substitution: Sum: PROVIDE SIGNATURE IDENTICAL TO THAT SHOWN ON THE BID FORM BIDDER: by END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 87:18 00440-1 0 y0 ,-- 00310 BID FORM TO: TOWN OF SOUTHOLD hereinafter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: Alterations to Southold Town Police Headquarters and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the Work as required by said proposed Contract Documents, for that portion of the Work identified as "Base Bid," for the stipulated sum of Sixty seven thousand, one hundred eighty eight 6. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 87:18 BID FORM 00310-1 DOLLARS ($ 67,188.00 ) 2. Should the Owner decide to proceed with the portion of the Work identified as " Alt. 41, subtract from the Rase Rini amount stated above the sum of Thiry two hundred dollars DOLLARS ($ 3,200.00 ) 3. Should the Owner decide -.to proceed with the portion of the Work identified as " Alt. 42, subtract from the Vase p -i0. amount stated above the sum of Thirty three hundred, thirty six dollars DOLLARS ($ 3,336-00 ) 4. Should the Owner decide to proceed with the portion of the Work identified as " Alt. #3, subtract from the Base Bid amount stated above the sum of Thirty three hundred, thirty six dollars DOLLARS ($ 3,336.00 �. ohoulu tiiC Owncr decide tv proceeu with the portion of the Work identified as "Alt. #4, subtract from the Base Bid amount stated the above sump of Two thousand dollars DOLLARS ($ 2,000.00 ) 6. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 87:18 BID FORM 00310-1 7. 'The undersigned acknowledges receipt of Addenda numbers: NONE 8. :Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. CORPORATE SEAL BIDDER: W.J. NORTHRIDGE CONSTRUCTTON cORP_ by1—j Address 20 Railroad Street Huntington Sta., NY 11746 License number License type 'Type of business entity: CORPORATION (corporation, co -partnership, individual, etc.) :Individual members of the firm: President of corporation Eugene Nerone Secretary of corporation James Sutherland Corporation is organized under laws of the State of New York Bid dated this 22nd day of November 19 89 END'OF BID FORM BID FORM 87:18 00310-2 00320 STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public deportment, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed !o by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission 'of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mager relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 87.18 00320-1 C 87:18 Resolved that RESOLUTION W.J. NORTHRIDGE CONSTRUCTION CORP. (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project RENOVATIONS TO SOUTHOLD POLICE HEADQUARTERS, SOUTHOLD, NEW YORK (Describe Project) be and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by W.J. NORTHRIDGE CONSTRUCTION CORP. corporation at a meeting of the Board of Directors held on the 21st day of November 1989 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 00320-2 Secretary 87:18 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION W.J.NORTHRIDGE CONSTRUCTION CORP. (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under the contract Carpenters, plasterers, laborers, etc. and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: Carrantarc. placterarc, lahnrarc ; and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by these Bid Conditions. (Signature of uthorized Representative of Bidder) 00330-1 0 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 KNOW ALL MEN BY THESE PRESENTS, that we W.J. Northricicge construction (Here insert full name and address or legal title of Contractor) Corporation, 20 Railroad Street, Hungtington Station, New York -11.746 as Principal, hereinafter called the Principal, and International Fid lAty IZr.1�..VV1n�� Companv, 24 Commerce Street, Newark, clew (", rersevl n6rrIthR? re„ °` ega ate ° urey a corporation duly organized under the laws of the State of New Jersev as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southhold Main Road, Southold, New York. (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of **10% of the amount of the bid not to exceed Fifteen Thousand Dollars & 00/100** Dollars ($1r;, 000.00 ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for renovations to Southold (Here insert full name, address and description of project) Police Headquarters, Southold, New York. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with tine Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or C=ontract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract , with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of November 19 89 W.J. Nor_thridrxe Construction Corn. rincipal) (Sea/) (.Witness) (Title) Bid Date:11-22-8q Bona Amt:10% of A50,000. ( fitness) International Fidel AIA DOCUMENT A310 • BID BOND • AIA B • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 (Surety) (Title) nsurance co. (Seal) s L S-ite of ss. County of c �1 On this day of 0 c 19 , before me personally carr to me knowr Y:c rre to •y ' id -if in z^d v h^ OYP[,-1?Pd the �f rPonIRO IRSTfURIP nT, :-'1f4. .9r4noWled0(-rf to me The he exreuv Q the same. My commission expires Notary Public -------------------------------------------------------------------- State of ss. County of EOn this day of 19 , before me personally can C" to me known and known to n LL p L Z to be a member of the firm of Q described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for t act and deed of said firm. My commission expires Notary Public -------------------------------------------------------------------- i State of �s. Countyof_S4'', 4r) On this St day of n �� �— ul �7 Uti- ,19 `� f before me personally car P T Eo who being by me duly sworn, did depose and say that he is the��—� o c a of W.J. Northridge Construction Corporation the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed I name thereto by like order. LORNA D. SMITH Notary Public, State of New York No. 4894952 • Suffolk Countyq �--% CJi _ My commission expires Commission Expires May I1.19.,L., Notary Public -------------------------------------------------------------------- State of New York Iss. County of Westchester On this 2 2nd day of rTovemher .19 89 , before me personally ca - Denise Alexanian to me known, who, being by me duly sworn, did depose and say tl he is an attorney-in-fact of International Fidelity Insurance Company the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the affixed to the within instrument is such corporate seal, and that he signed the saidinstrument sndaffixed the said seal as Attorney -in -F by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. II Y PublA & FOIIof New NeYty NPublo'-�W61d f+1Mrw1! j �•�f � My commission expires mr Notary Public F0FV N 13.25N. p—ian Eq*u 5 0— INTE&ATIONAL FIDELITY INSUIRICE COMPANY 4 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS, LIABILITIES, SURPLUS AND OTHER FUNDS AT DECEMBER 31, 1988 ASSETS 1988 Bonds (Amortized Value) ..................................... $37,187,002 Preferred Stock ............................................. 1,000,000 Common Stocks (Market Value) ............................... 1,071,342 Mortgage Loans on Real Estate ............................... 88,211 RealEstate ................................................ 60,620 Cash & Bank Deposits ....................................... 6,096,146 Short Term Investments ...................................... 1,868,972 Unpaid Premiums & Assumed Balances ........................ 1,300,138 Reinsurance Recoverable on Loss Payments ..................... 1,198,671 Federal Income Tax Recoverable .............................. 235,000 Electronic Data Processing Equipment ......................... 208,044 Interest & Dividends Due and Accrued ......................... 986,157 Equity in Pools and Associations .............................. 186 Funds Held in Escrow Accounts .............................. 6,158,212 Collateral. Funds Held Under Contract ......................... (6,158,212) Contract Balances Due and Unpaid ............................ 508,861 TOTAL ASSETS ................................. $51,809,350 LIABILITIES, SURPLUS & OTHER FUNDS Losses (Reported losses net as to reinsurance ceded and incurred but not reported losses) ............................ $17,930,319 Loss Adjustments Expenses ................................... 6,276,234 Contingent Commissions & Other Similar Charges ............... 153,582 Other Expenses (Excluding taxes, licenses and fees) .............. 81,222 Taxes, Licenses & Fees (Excluding Federal Income Tax).......... 463,776 Unearned Premiums ......................................... 14,807,880 Funds Held by Company Under Reinsurance Treaties ............ 122,998 Accounts Withheld by Company for Account of Others........... 21,990 Liability for Unauthorized Reinsurance ......................... 224,724 Liability for Uncashed Checks ................................ 57 TOTAL LIABILITIES ............................ $40,082,782 Common Capital Stock ...................................... 1,330,000 Preferred Capital Stock ...................................... 1,200,000 Gross Paid -in & Contributed Surplus .......................... 544,600 Unassigned Funds (Surplus) .................................. 8,651,968 Surplus as Regards Policyholders ................... 11,726,568 TOTAL LIABILITIES, SURPLUS & OTHER FUNDS $51,809,350 I, PHILIP KONVITZ, President of INTERNATIONAL FIDELITY INSURANCE COMPANY, certify that the foregoing is a fair statement of Assets, Liabilities, Surplus and Other Funds of this Company, at the close of business, December 31, 1988, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. \-1T Y /Ns�9 Q� pRP O R4 f 9y SEAL m 2 1904 0 IN TESTIMONY WHEREOF, I have set my hand and affixed the seal of the Company, this February 28, 1989. INTERNATIONAL FIDELITY INSURANCE COMPANY WN' President L. -(20I)624-7200 SPOWEER O AT O � 1 INTERNATIONAL, EIDEI,ITY INSURANCE COMPANY HOME OFFICE: 24 COMMERCE STREET NEWARK, NEW JERSEY 07102 BOND NO - f KNOW ALL MEN BY THESE PRESEN'T'S: That INTERNATIONAL, FIDELITY INSURANCE COMPANY, a corporation organized and existing �naer the laws of the State of New Jersey, and having its principal office in the Cityof Newark, New Jersey, does hereby constitute and appoint , EDMUND J. BERGASSI, TIMOTHY J DAVIDOW, DENISE ALEXAN IAN,",-,' SALVATRICE A. MILONE NEW ROCHELLE, NEW YORK r:rue and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts ofindemnity and t} res°ritings obligatory in the nature thereof, which are or may be allowed, required or permitted b} law, statute, rule, regulation, contractor otherwise, and the x..eution of such instruments) in pursuance of these presents, shall he as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPAN'i', as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. ' This Power of Attorney is executed, and maybe certified to and maybe revoked, pursuant to and by authority ofArticle2, Section 3, of the By -Laws adoted by the Board of Directors of INTERNATIONAL FIDE LITY INSURANCE COMPANY at a meeting called and held on the 23rd day of December, 1068. l he President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize thern to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds a,nd undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) Ti.-) remove, at any time, any such Attorney -iii -fact and revoke the authority given. Ffuther,this Power ofAttorney issigned a ! raled byficsimile pursuaritto resolutionorthe Board of Directors of said Company'adopted at a meeting duty � ed and held on the 4th day of Februar,, NT, 5 of which the following is a true excerpt: � ' tl erefore the signatures of such officer and the seal of the Company map be affixed to any such power of attorney or any certificate relating thereto by iml'c, and any such 1 olver of rtt ;rncx t ttc b aring such facsimile signatures or facsirnile seat shall be valid and binding upon the Comp any a nd �y such ]power so execu :ed and cef titled I y i.mle signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to pond or undertaking to which it is attti IN T 1.'.i'1 %1 WHEREOF, INTERNA;fIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be signer an its corporate seal to be affixed by its authorized officer, this 1st day of May, AD. 1986. INTERNA'I'IC)NAL FIDELITY INSURANCE COMPANY S i sr S1 „1 Of Nf;4L'JLRSEY County o1 L.ssex ,. � VVV Exceutive Vice President in_ th r ich% idual ,Aho cxec.uted th, preced nstrzunent, to the personally known, and, being by me duly sworn, s.iFcd,fir,daunt,.rizeduffi:erofthe INTLRNA;lIONAI II'DLI IININSL:RANCECOMPANY; thatthesealaffixedtosaid Seal of saint C o npany; that the said Corporate Seal and hi: signature were duly affixed by order of the Board of Directors of&6d testes D IN TESIM( vY V4Il1 R? OF', 1 have hereunto set mv I—nd illd tfEixed nay Official Seal, «. t at the t ct} e t vewa,i , Ncw .jcr,ey lite d fy and Jell f t +ho s :teen. I g A V; ,1Ry PUBEIC OF' NEW JERSEY M, Comm.ssion Expires, April 28, 19r32 I z i4i CER I If ICA a ION ' ` fislltri- fr t' 115,' 1'l1`•. '"R s,"s'Cl Ctt^i6.1 1` 11<r h} crtfythat Ihave compared the foregoingcoly ofifie o' s of , ziri} as et fi7rtti e x s.ud l'u,rerofAttorney, with the OrZIe ilNra L i (")N ittt.r rti:L,oi scttr,,uscript,thereof,airdetthewhol:eofthesaidoriginals,andthatthesaid :ti le,.,i,crel ,,n.. is 1-10'A ,r, lull force and :ff,rct r }.STEMONY \V1Ii_RLOF. I have hereunto set my hand th6v)fay of /* • 00310 BID FORM TO: TOWN OF SOUTHOLD hereinafter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: 2. 3. Alterations to Southold Town Police Headquarters and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the Work as required by said proposed Contract Documents, for that portion of the Work identified as "Base Bid," for the stipulated sum of Al YU AL4W_C> LT>-)C.(.p4,141!�S DOLLARS ($ $�{ -ra ) Should the Owner decide to proceed with the portion of the Work identified as " Alt. 41, subtract frim the Rase Rid amount stated above the sum of DOLLARS ($ j ) Should the Owner decide—to proceed with the portion of the Work identified as " Alt. 42, subtract from the ease n -i-0 amount stated above the sum of DOLLARS ($ ;_7000 ) 4. Should the Owner decide to proceed .with the portion of the Work identified as Alt. 43, Subtract from the Base Bid amount stated above the sum of DOLLARS ( $ 000 ) ohoulu tiic Owner decide to proceeu with the portion of the Work identified as "Alt. #4, subtract from the Base Bid amount stated the above sump of vi oc-SAN � �t 5 DOLLARS ($ 5,0d 0 ) 6. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 87:18 BID FORM 00310-1 7. The undersigned acknowledges receipt of Addenda numbers: 8. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's pro ;1ir Contract Sum. BIDDER: J. Gr Constr t . by Da d es' e CORPORATE SEAL ) Addre 546 Franklin e. Massapequa, N.Y. 11758 ) License number License type Type of business entity: Corporation (corporation, co -partnership, individual, etc.) Individual members of the firm: Donald C. Handlik, President ` John F.Greaney, Vice President John F. Greaney, Secretary -Treasurer President of corporation' Donald C. Handlik Secretary of corporation John-F.Greaney Corporation is organized under laws of the State of New York Bid dated this 22nd day of November 19 89 END OF BID FORM BID FORM 87:18 00310-2 00320 STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public department, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission bf this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mazer relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by low, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C. That attached hereto (if a corporate bidder) is a certified copy of rest-lution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 87:18 00320-1 C RESOLUTION Resolved that J. Greaney Construction Corp. be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project Town of Southold Alterations to Southold Town Police Headquarters (Describe Project) and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. , The foregoing is a true and correct copy of the resolution adopted by J. Greaney Construction Corp. corporation at a meeting of the Board of Directors held on the 22nd day of November 19 89 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 87: 18 -- 00320-2 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION J. Greaney Construction Corp. (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under t1�}}e contract and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: ; and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 87'18 00330-1 00340 OFFER OF SURETY (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: SURETY COMPANY Signed (Bidder) CERTIFICATE OF SURETY to be signed•by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal is accepted and the contract for the work is awarded to said (Bidder's Name) the (Surety Company) will execute the Surety Bonds as hereinbefore provided. Signed:. Authorized Official, Agent, or Attorney Date: IMPORTANT: THIS PAGE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 00340-1 L 00440 SUBSTITUTION LISTING TO: TOWN BOARD TOWN OF SOUTHOLD . hereinafter called "Owner" 1. Pursuant to bidding requirements for the Work titled: Alteration to Southold Town Police Headquarters. The Contract Sum proposed by the undersigned on the bid form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the Contract Documents. However, the undersigned proposes the following substitutions for the Owner's consideration. Should the Owner accept any or all of the proposed substitutions, the bidder's proposed Contract Sum will be reduced by the amount shown. 2. Specified Drawing Proposed product number reduction or or Spec Proposed in Contract material: Section: substitution: Sum: PROVIDE SIGNATURE IDENTICAL TO THAT SHOWN ON THE BID FORM 87:18 BIDDER: by END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 00440-1 4. • 0 BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we J. Greaney Construction Corp. 546 Franklin Avenue Massapequa, NY 11758 as Principal, hereinafter called the Principal, and Reliance Insurance Company of New York 116 John St. New York, NY 10038 a corporation duly organized under the laws of the State of New York as Surety, hereinafter called the Surety, are held and firmly bound unto Town Of Southold as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount Bid.. . Dollars ($ 10% of amt bid.),. . for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, adminis- trators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for alterations to Southold Town Police Headquarters NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accord- ance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the dif- ference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this (Witness) rx l (Witness) Revised to February, 1970 SB 5714b Printed in U.S.A. 22nd day of November 19 ,89 Reliance Insurance Company of New York // J (Suret/y)/ (Seal) er ane (Title) orney- n- ac 1FLIMMA.WCP INSTJRA.1\TCE COMPAITY OP I\TRW YORK HOME OFFICE, FAIRPORT, NEW YORK FINANCIAL STATEMENT DECEMBER 31, 1988 ASSETS Cashand Bank Deposits....................................................... $ 1,022 Securities................................................................... 63,313,500 Premium Balances (under 90 days) .............................................. (2,572,547) Accrued Interest and Dividends ................................................. 1,438,783 OtherAssets ................................. ............................ 4.936.719 TotalAdmitted Assets ..................................................... $67.117,477 LIABILITIES Losses and Loss Adjustment Expense ........................................... $37,448,212 UnearnedPremiums.......................................................... 9,390,177 Federal Income Taxes......................................................... —0— Other Liabilities............................................................. 3.305.174_ Total Liabilities.......................................................... $50.143,563 CAPITAL AND SURPLUS CapitalPaid Up.............................................................. $ 1,000,000 Surplus.... ........ .................................................. 15.973.914 Total Policyholders' Surplus ............................................... 16,973,914 Total Liabilities, Capital and Surplus ......................................... $67,117,477 State of Washington) SS. County of King ) Lawrence W. Carlstrom, being duly sworn, says: That he is Vice President of the RELIANCE INSURANCE COMPANY OF NEW YORK: that said company is a corporation duly organized. existing, and engaged in business as a surety by virtue of the laws of the State of New York. and has duly complied with all the requirements of tha laws of said state applicable to said company and is duly qualified to act as surety under such laws: that said company has also complied with and is duly qualified to act as surety under tnu Act of Congress of July 30. 1947. as amended (6 U.S.C. 6-13). that the foregoing is a lull, true and correct statement of the financial condition of said company on the 31st day of December. 19811. Sworn to before me this 16th day of March, 1989. Painala Young, Notory Puolic, Sua. of Washington. County of King. My Cuuuni»ion Expaus May 15, 1990. BOR -1421 NY Eu. 9id9 �1L✓'/.cI •�f/ • � l ire. V�c� Ptw�w�nt REL1*1*qCE INSURANCE (AMPANY OF NEW YORK HOME OFFICE, CANANDAIGUA. NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That the RELIANCE INSURANCE COMPANY OF NEW YORK, a corporation duly organized under the laws of the State of New York, does hereby make, constitute and appoint Joseph Sforzo, Thomas Keating, P.obert KelTlpner and Robert W. O'Kane, individually, of Hicksville, New York its true and lawful Attorney(s)-in-Fact, to make execute, seal and deliver for and on its behalf, and as its act and deed any and all bonds and undertakings of Suretyship, ` and to bind the RELIANCE INSURANCE COMPANY OF NEW YORK thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the RELIANCE INSURANCE COMPANY OF NEW YORK and sealed and attested by one other of such officers, and hereby ratifies and confirms all that its said Attorneylsl -in -Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the By -Laws of RELIANCE INSURANCE COM- PANY OF NEW YORK, which provisions are now in full force and effect, reading as follows: ARTICLE VII — Execution of Bonds and Undertakings 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, and any Vice President or Assistant Vice President or other officer designated by the Board of Directors shall have power and authority to (a) appoint Attorneys -in -Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (b) to remove any such Attorney -in -Fact at any time and revoke the power and authority given to him. 2. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal is not necessary for the validity of any bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. 3. Attorneys -in -Fact shall have power and authority to execute affidavits required to be attached to bonds, recognizances, contracts of indemnity or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and ro copies off the By -Laws of the Company or any article or section thereof. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of RELIANCE INSURANCE COMPANY OF NEW YORK at a meeting held on the 25th day of January, 1979, at which a quorum was present, and said Resolution has not been amended or repealed: "Resolved, that the signatures of such directors and officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." IN WITNESS WHEREOF, the RELIANCE INSURANCE COMPANY OF NEW YORK has caused thesepenents tole signed by its Vice President and its corporate seal to be hereto affixed, this 22nd day of May €�( 1978 S 197E STATE OF Pennsylvania1 ss: COUNTY OF Philadelphia f RELI On this 22nd day of May , 19 86, personally appeared NSU Raymond MacNeil OF 51'15W/YORK to me known to be the Vice President of the RELIANCE INS ANCE COMPANY OF NEW YORK, and acknowledged that he executed and attested the foregoing instrument and affixed the fof said cor ..tion hereto, and that Article VII, Section 1, 2 and 3 of the By -Laws of said Company, set forth therein, is still in full force. My Commission Expires: September 28 .19$7 Notary Public in and for State of Pennsylvania (nD_ Residing at Philadelphia I, Ray L. Iorah , Assistant Secretary of the RELIANCE INSURANCE COMPANY OF NEW YORK, do hereby certify that the above and foregoing is a true and correct copy of a Power of axs�r executed by said RELIANCE INSURANCE COMPANY OF NEW YORK, which is still in full force and effect. `mss°��PP�Rgp��> IN WITNESS WHEREOF, 1 have hereunto set my hand and affix d Company this 16th f November 19 89. x ya i BDR-1838-NY Ed. 3/79 Assistant Secretary PRINCIPAL'S ACKNOWLEDGEMENT -IF INDIVIDUAL OR FIRM State of New York, County of ss: On this day of , 19 , before me personally came to me known to be (the individual) (one of the firm of ) described in and who executed the within instrument, and he thereupon duly acknowledged to me that he executed the same (as the act and deed of said firm). Notary Public PRINCIPAL'S ACKNOWLEDGEMENT—IF A CORPORATION State of New York, County ofss: 'On this day of UOQ-a-�-�� -�-�-- ,19 J -V, before me personally came to me known, who,�e ing by me duly sworn, deposes and says: Tka he resides in ; that he is (/.�-� �-�� of L- , the corporation described in and which executed the within instent; that he Wows the seal ofsaid corpora- tion; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of the said corporation, and that he signed his name to the said strument by like order MARILYN RIC:CIO Notary Public, Public, State of New York No. 4864160 Notary Public Qualified in Suffolk County Commission Expires .July 7, 1990 SURETY COMPANY'S ACKNOWLEDGEMENT State of New York, County of Nassau ss: On this 22nd dqy of November ,19 89 before me personally came Robert W. 0 Kane tome known, who, being by me duly sworn, did depose and say: That he resides in Garden City, NY that he is Attorney -in -Fact of the RELIANCE INSiMANCE COPTANY OF NEW YORK , the corporation described in and which executed the foregoing instrument; that he knows the corporate seal of said company; that the seal affixed to said instrument is such corporate seal of said company; that it was so affixed by the authority granted to him in accordance with the by-laws of said corporation; that he signed his name thereto by like authority; that the Superintendent of Insurance of the State of New York has, pursuant to Chapter 882 of the Laws of the State of New York for the year 1939 constituting Chapter 28 of the Consolidated Laws of the State of New York known as the Insurance Law, issued to the RELIANCE ITTSU WTCF COPTANY OF NT -74 YORK his certificate that said company is qualified to become surety or ,guarantor on all bonds, undertakings, recognizanc:es, guaran- tees and other obligations required or permitted by law; and that such certificate has not been revo d. JANET SEORZO \ NOTARY PUBLIC, cotato of New York v No. 4643523 Notary Public ••.. Qualified it N=1au Cout Commissior. / t SEAL " BD -1827-A NY Ed. 2/82 T 4 ( 1 = 1 project manual, 2 sets prs (2 are rolled together) **$150.0nadesit)for first set of bid documents.--Refun le if returned within 5 days for second set --non-refundable. after bid opening. POSTAGE - $2.74 BIDS - ALTERATIONS TO POLICE HEADQUARTERS BID OPENING: 11:00 A.M. , Wednesday, November 22, 1989. 1, W.J. Northridge Construct., Corp., 20 Railroad St., Huntin ton -Station, NY 11746 c 2, Rob rt W. Jo sen, 430 oundvieyv outhoId, N. Y. 11971 3. J. R. Home Improvement, 36 South Street, Greenpo t, NY 11944 477-1773 4. J. Greaney Heating & Air Cond. Corp., 546 Franklin Ave., Massapeque, NY 11758 5. 6. 7. 8. 9. 10. 0 LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Alterations to Southold Town Police Head- quarters according to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the Office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at the Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 10% of the Base Bid will be required to accompany the bids. The Town Board reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: October 24, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK Page 2. - Alterations to Police Headquarters. PLEASE PUBLISH ONCE, NOVEMBER 2, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Police Chief Winters Dodge Reports Garrett A. Strang, Architect Town Clerk's Bulletin Board LEGAL NOTICF NOTICE TO BIDDR; NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for con- struction of Alterations to Southold Town Police Head- quarters according to the Drawings and Specifications prepared by Gar- rett A. Strang, Architect, and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish Sys- tem at entire perimeter of Building. Sealed bids will be received at the Office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invit- ed to attend. Proposed Contract Documents may be examined at the Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One copy of the project man- ual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Pro- ject Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 10% of the Base Bid will be required to accompany the bids. The Town Board reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: October 24, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK 6478-1TN2 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Patricia Heaney of Mattituck, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks successively, commencing on the 2nd _ day of November 19Qg Sworn to before ;p a this X77` day of i�" 4 j� j 19..E Clerk V K. DFf,NilP, s 311te 43 �i LEGAL NOTICE NOTICE TO BIDDERS NOTICE 1S HEREBY GIVEN that the Town Board of the Town of Southold will ac- cept bids for construction of Alterations to Southold Town Police Headquarters according to the Drawings and Specifica- tions prepared by Garrett A. Strang, Architect, and des- cribed in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the Office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Docu- ments may be examined at the Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the propos- ed Contract Documents from the Office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifica- tions, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refund- able if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satis- factory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Spe- cifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 10% of the Base Bid will be re- quired to accompany the bids. The Town Board reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: October 24, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1X, 11/2/89 (37) COUNTY OF SUFFOLK STATE OF NEW YORK ss: Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler -Watchman once each week for ....................... /. weeks successively, commencing on the ........... /:i.......... day of ....... ��� �.� �.. , 19 Sworn to before me this ........... ........ day of ............/ �,.�. , 19 i . . . . . . . . . . . . . . . . r%7G*-.�....,.Cf Notary Public P.ARDARA A. SCHNEIDER Nd,!A Y 11USLIC, State of New York No, 4606846 �Nlifti in Suffolk Coun - ��1i11ffli 5tGli Elpires d 0 . 0 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) JUDITH T. TERRY, Town Clerk of the Town of Southold, New York, being duly sworn, says that on the 26th day of October 1989 she affixed a notice of which the annexed printed notice is'a true copy, in a proper- and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, Main Road, Southold, New York 11971. Legal Notice, Invitation to Bid: Construction of Alterations to Southold Town Police Headquarters. Bid opening: 11:00 A.M., Wednesday, November 22, 1989, Southold Town Hall. Judith T. Terry Southold Town Clerk Sworn to before me this 26th day of October 19 89 Notary Public ELIZABETH ANN NEVILLE Notary Public, State of New York N 52-8125850, Suffolk County Term Expires October 31, 19 Yn l'4 v LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Alterations to Southold Town Police Head- quarters according to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the Office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at the Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 100 of the Base Bid will be required to accompany the bids. The Town Board reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: October 24, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK f Page 2. - AlteratiorTis to Police Headquarters. • PLEASE PUBLISH ONCE, NOVEMBER 2, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Police Chief Winters Dodge Reports Garrett A. Strang, Architect Town Clerk's Bulletin Board 2) LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Alterations to Southold Town Police Head- quarters according to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the Office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at the Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifications, plus two sets of prints of the Drawings, uport payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 100 of the Base Bid will be required to accompany the bids. The Town Board reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: October 24, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK Page 2. - Alterations to Police Headquarters. PLEASE PUBLISH ONCE, NOVEMBER 2, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Police Chief Winters Dodge Reports Garrett A. Strang, Architect Town Clerk's Bulletin Board 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD`TOWN will accept bids for construction of Alterations to Southold Town Police Headquarters according to the Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: Installation of replacement windows and fixed glass. Construction of an interior vestibule. Installation of ceiling and wall insulation along with metal stud and drywall finish. Installation of Exterior Insulation and Finish System at entire perimeter of Building. Sealed bids will be received at the office of the Town Clerk of Southold Town until: 11:00 A.M., Wednesday, November 22, 1989 Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk Southold Town Main Road Southold, New York Bona fide and licensed bidders may secure copies of the pro- posed Contract Documents from the office of the Town Clerk on the following basis: 1. One copy of the project manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, Post Paid, in satisfactory condition, within five (5) calendar days after bid opening. INVITATION TO BID 87:18 00020-1 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial Sets will be issued. lii(l soc•urity in the amount of 10% of the Base Bid will. be required to accompany the bids. 'rhe Owner reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. END OF INVITATION TO BID INVITATION TO BID 87.18 00020-2 O��FF D�CD JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON OCTOBER 24, 1989: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for the Construction of Alterations to the Southold Town Police Headquarters, all in accordance with the bid plans and specifications as prepared by Garrett A. Strang, Architect. Aludith T. Terry Southold Town Clerk October 25, 1989 ---- -- �--------T- _�_---- ~ ^,' ~ ' ' - � ^ | | _ | ^ � | ....... � -7-=, Lj :L 77