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Resolution - 2144 - Contract - Pharr & Company - Municipal Building Offices - 09/12/1985
Resolution #2144 September 12, 1985 Agenda Item #48 HW:da RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract with Pharr and Company for the construction of Municipal Building Offices, attached herewith, which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 12th ATTEST: Ranet Boyd, City Secretary ' APIPROVE4 AS T CO ENT: Bill Playne, erector of Administrative Services APPROVED AS TO FORM: Darold Willard, Assistant City Attorney day of ',PntPmhar 1QQ1; R��O]UtiO� #2144 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT; made and entered into this l2___ da; of Septmmbar______, A.D. 19U5 , by and between the City of Lubboc�, County ofLubbock, State of Te:asv acting by and through ________........................ Aly Alan anrH r Mayor� thereunto aUthorized t� do so, ..ereina|ter referred to as OWNER; and 208 PARIS AVENUE LUBBOCK, TX 79416 of the City of ______LU8BOCK____________, County of LUBBOCK and the St�te of TEXAS______________ , hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed b; the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows:Alterations to Municipal Building -- Public information, Streets and Water Areas, Bid W 8672' Contrac amount -- $31,880,00 (Thirty one thousand eight hundred eighty dollars and no/100's;) and all extra work in connection the?2with, under the terms as stated i; the contract documents and at his (Dr their) own proper cost and expense to furnish all materials; sUpPlien machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have beer, given to him and to substantially complete same within the time specified in the contract Aocumenfs. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. =- u � �N WITNESS WH�REOF� the �artie�to these �resent� have this agreement in LUBBOCK in t�e ;ear and day first above written. CTTV �� (����R) ��°-- MA[�� fT APPf�)VED AS TO FORM: �ecre�ar� PH&RR & COMPANY __................ ..... .... _________________ JOHN K. PHARR-, 01,00 ____________ ~ PARTNER __..... .... .... ..... ..... _.... ..... .... ..... .... ________ � SS: 208 Paris Ave. Lubbock, TX 79416 CITY OF LUBBOCK "NOTICE TO PROCEED" DATE ISSUED: SEPTEMBER 19, 1985 TO: PHARR COMPANY ' P.O. BOX 7791 LUBBOCK, TEXAS 794(}8 PROJECT DESCRIPTION: TO PROVIDE LABOR AND MATERIAL FOR ALTERATIONS TO MUNICIPAL BUILDING -PUBLIC INFORMATION, STREETS AND WATER AREAS AT THE MUNICIPAL BUILDING 1625 13TH STREET, LUBBOCK TEXAS IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS RELATED TO PROJECT NUMBER 89-9074-44521, BID NUMBER 8672^ BID AMOUNT $31,880 OWNERS REPRESENTVE: WILLIAM J. PAYNE, DIRECTOR OF ADMINISTRATIVE SERVICES CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TEXAS 79457 TELEPHONE: 806-762-6411 TIME AND ORDER OF COMPLETION - 90 CALENDAR DAYS AFTER START DATE OF SEPTEMBER 30,1985 LIQUIDATED DAMAGES OF $200,00 (TWO HUNDRED DOLLARS) -PER CALENDAR DAY MAY BE ASSESSED FOR FAILURE TO COMPLY WITH "TIME FOR COMPLETION AND LIQUIDATED DAMAGES" SECTION OF THE GENERAL CONDITIONS OF THE AGREEMENT SUPERVISING ARCHITECT(S): McLartySmithNeyer 1919 BROADWAY LUBBOCK, TEXAS 79401 TELEPHONE: 806-763-5046 WILLIAM J. PAYNE DIRECTOR OF ADMINISTRATIVE SERVICES COPIES TO: RITA HARMON, ACM/MS JIM BERTRAM, ACM/DS SAM WAHL, DIRECTOR OF WATER UTILITIES -'RANETTE BOYD~ C|TY SECRETARY CHANGE ORDER AIA DOCUMENT G701 Distribution to: OWNER [A ARCHITECT ❑ AJA CONTRACTOR L7 1919 �OMlw�r FIELD El TOM 79402 OTHER ❑ PROJECT: City Hall Additions CHANGE ORDER NUMBER: #1 (name, address) City Hall, Lubbock, Texas TO (Contractor) : F INITIATION DATE: 10-8-85 John Pharr ARCHITECT'S PROJECT NO: 1185 Pharr & Co. CONTRACT FO R:Alterations to Municipal P.O. Box 2791 Building -Public Information, Streets Lubbock, Texas 79408 Water Areas #89-9074-44521 CONTRACT DATE: 9-12-85 You are directed to make the following changes in this Contract: General Conditions Addition Drywall/Acoustical Addition Deletion Vinyl rock Electrical change Mechanical Addition Deletion of Sprinkler System Work Drywall finish out Addition Carpentry -Supervision 6 Demolition Trash Hollow Metal Hardware Carpet Deletion Lumber materials Miscellaneous patching Contractors fee These items as shown on change order drawings AC 1-4 Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Timr. The original (Contract Sum) ( Imum ost) was ........................... $ 31,880.00 Net change by previously authorized Change Orders ................................... $ -0- Th, (Contract Sum) r r,7YTCxirrmtTt"Cost) prior to this Change Order was .......... $ 31,880.00 The (Contract Sum) ( t) will be (increased) fid) (u",,) by this Change Order......................................................... $ 4,977.00 The new (Contract Sum) including this Change Order will be ... $ 36,857.00 The Contract Time will be (iAcifeawd) (Jer_� (unchanged) by ( -0- ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is Dec. 11 , 1985 Authorized: McLartySmithMeyerArchitects Pharr & Company City of Lubbock ARCHITECT CONTRACTOR OWNER 1919 Broadway 208 Paris, Box 2719 Box 2000. City Hall Address Address Lubbock, Texas Lubbock, Texans tj DATE �� �7 DYE;OX a � __j� 4 AIA DOCUMENT 0701 • CIIANGF ORDER • APRI! I,)'ii [T)_1 110,14 • • U 1978 THE AMERICAN INS HTUTF (A ARCI II I FC IS, '17;, NI.Vb YOKN XI., NAV.. %V \. I IINC r0 �N DC. M006 Address BY DATE Lubbock, Texas G701 — 1978 A i• r cc +t2u To ►7E ��r I rN OFF .9- FIH• s't `LT f<'i l'1AJN- lafZ q -i" T1 `- 1 4-x- �F, �1Hh 1 C4liiP., L�NSF # FINtE�� +�Ac� Cu WITH '�2'iH . sN#i'I•k. har 1H Gohitlz�G FLOOR • PLAN T �T .ate 1 oWNmie' �-"t+s t:o to i LA -t' iN Acuuvr ill.F_ cE-I I-► To MP KEYED NOTES 1� New partition to be 211al' metal studs is" D.C. finished one side with 'h" prefinished gypsum board, grade to match surrounding area. J No wall -open to hail room #101 O3 Frame opening for 3070 hollow metal door frame and cut gypsum board to receive frame as shown on detail 5A1. Door, door frame, and installation is not part of this contract. ® Wall finish to be exposed studs. 0 7r AFe 1l now duplex ccrw^:siiencc outlWt-r;, li" A.1 -.F. in nvvr Y_< 11. �t��-- `iEa-1 VZ���c�-`Iti. �t`�' � L'`'ta�•- i;�`i"�• I`'Wz�-If¢-`� CITY HALL ADDITIONS WATER DEPT CITY HALL LUBBOCK TEXAS emft McL1MTY NOW MMM ANOWMM MA 1419 6roadw" Lubbock. Texas 79101 Jo1a li�'i AC 1 id va b t A o } IL 0 i �U •• L 'Q >1 w 0 � 3 _ � x Y 4 ` c •a A � •moi .Li 07 J t 01 J3 0 4J W� I � d• W c 4J c -1.; 0 W O 4_ Cc c 0 E U 3 Oi U 0) O - • 4 c v01 c c w >10 X Q1 N •.i UJ J g U C� 0 4J 4J L u .-I M •moi 4J -4 N 0 Q c w 3 � W CL 01 IN m 7 E � U • J� C O L> f� 7 0 0 0 !0 •-+ �+ � ar 13 �OLC.�sfaaawam-4M 13 U �n �� °+ to L LU _ C 0 4J Oi t� 43 Q ID O U •IL A 4J OUl # V 4J a X E 0 t' LP L 01 4J •-4 -4 ••+ 4_ 7 L C 7 0 N 0 4J - -L s c E�" � O c c° a c >, U oo 0 C o� C c 0 LL0 ..� yy 41 -4 a Li 0-401 0! 0 01 c M 0 C C 3 •-+ E ] •.c4 E M L -4 4 +3 4J -i m C -4 L 0 �-+ C —1 43 ••#i O �� .i 0 •-+ i # _ cO d U 4J (U C.�i •E E +� ^+ 0� .�� . � <A U 4- 01 U! # C u..4 X O C 7 01 c V 0) c c m c O 0 L 7 0 01 4] 4-) H 0 -W •a L U H M M" 0. 0 U- U U) 0 i �U w 0 � _ � x Y snow cl J 0 J v I � d• W fr W F ;KEYED NATES GENERAL NOTES 10 Existing power and telephone outlets -fTLL C�1•`1't-T�i ?O 12�' p,F} to remain and to be reused. ��iyGi out'�fra ro i7� �Nol�G. �� (3� Install new outlets (duplex convenience and telephone receptacles, quantity - H I" 4,-0Hr2Wrr Fes= as shown) in new wall. ',4) Install new outlets CtatJti� GoFIvE!{�}{G�' iUN P+ -i J^il�e� -hi t_ N G;{-riof�� o power and telephone outlets, quantity Z�P�*;r1-NIKE �v4 as shown) in existing wall. (J Furniture system wall panels, not in contract. © Mo• fair-fr r -t- I.�z'•A OH c -;F ?-tom 0-� O gtM-6�- K" crfP pa 4 �c 8 El- W N►�12� x " " �c� C'�. CITY HALL ADDITIONS PUBLIC INFORMATION DEPT CITY HALL LUBBOCK TEXAS Jot✓ 1i8 Lubbock. Tone 79101 1919 &00"" AC 3 Lubbock. Tone 79101 r ' Iv I v11NYL. Ii7 p: F e.i✓it 2o1 I -ol -Ems. Vl�M—rin �JBi+►�� 2 5� �4 NOTES I Remove partition, salvage all materials possible, owner retains possession. 2 Erect metal stud partition, size to mate existing @ 16"O.C.; 5/811 gyp. bd. both sides, w/ field applied vinyl. Wall surf @ existing wall connection to be flush. 9'-0" ceiling both areas, owner furnishe base, installed 6 varnished to match exi 3 Install one side gyp. bd., field appliec vinyl on existing stud wall, install owr furnished base, stained S varnished to match existing, - 4 Cut 6 frame opening for door. Install 2C min. 3° 7° solid core stained 6 varnishe oak door, enamel painted hollow metal fr 5 Box existing pipe, 21411 metal studs, '/2" c bd. & field applied vinyl. 6 Tape & bed existing gyp. bd., float flue to existing wall, apply vinyl, match exi extend to corner. Install owner furn. be stained & varnished to match existing. 7 Remove existing prefinished gyp. bd., salvage all possible, owner retains pass_ ession. Install 5/8" gyp. bd., field app vinyl, install owror ?urn. base, stainec varnished to match. 12 g No work this area. 9 Install new light fixtures to match othe operated off new switch. Install new 2X2 acccustical tile ceiling to match area. 10 Install new light fixtures to match adj. wire to existing switch? extend ceiling to new area,match existing 2X2 accoustic tile. 1'1 Existing light fixtures to remain. 12 Existing power/telephone receptacles to remain. 13 Install new power/telephone receptacles as shown. 14 Existing supply to remain. 5 Install new HVAC supply. ca{2�1 iOyagGl-{ 4[i ri eta f,F. 8 ><h /-,-1 , ol.ic'T' to r -f c0i Tle 1''V t�(H ��ce yHrs'-T rte" i✓7` G�FiE.litG I !O Ili='�.I-L_ Ft�.i.i F1J�. st ��L�( lOtl d��-; Giwl l.�>✓c ;'t i p,.fy'I'i �-G L rzrf cqt'H 05 a-0 CITY HALL ADDITIONS SMA AC 4 1919 Broadway Lubbock. T"n 7901 -SECOND FLOOR CITY HALL LUBBOCK TEXAS Resolution #2144 CITY OF LUBBOCK SPECIFICATIONS for TITLE: ALTERATIONS TO MUNICIPAL BUILDING—PUBLIC TNFORMATT'N,STREETS AND WATER AREAS ADDRESS:1625 13TH STREET, LUBBOCK, TEXAS BID NUMBER: 8672 PROJECT NUMBER: 89-9074-44521 CONTRACT PREPARED BY: ADMINISTRATIVE SERVICES � 1. NOTICE TO BIDDERS � 2. GENERAL INSTRUCTIONS TO 3. BID PROPOSAL - BID FOR LUMP SUt �ONTRACT� 4. PAYMENT BOND �. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE 7. 8. CONTRACT GENERAL CONDITIONS OF THE AGREEMENT 9. SPECIFICATION-.'S 10. NOTICE OF ACCEPTANCE _ADY-E.R-11.SEf1E .RT.--F....QR -B-1-03 BID# 8672 Sealed proposals addressed to Gene Eads, Purchasing Manager, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the 21st day of August, 1985 to furnish all labor and materials and perform all work for the construction of the following described project: ALTERATIONS TO MUNICIPAL BUILDING OFFICE AREAS After the expiration of the time and date above first written, said sealed proposals will be opened by the Purchasing Manager at his office and publicly read aloud. The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of Lubbock, Texas. Attention of each bidder is particularly called to the Schedule of General Prevailing Rate of Per Diem Wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, Texas. Each bidder's attention is further directed to the provisions of Article 5159x, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock. 7 7 BY:Gene Eads, C.P.M. Purchasing Manager NOTICE TO BIDDERS BID # 8672 Sealed proposals addressed to Gene Eads, Purchasing Manager, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, 1625 13th St., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 21st day of August, 1985, to furnish all labor and materials and perform all work for the construction of the following described project: ALTERATIONS TO MUNICIPAL BUILDING OFFICE AREAS After the expiration of the time and date above first written, said sealed proposals will be opened by the Purchasing Manager at his office and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of Gene Eads, Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City Council will consider the bids on the 12th day of September, 1985, at Municipal Bldg., Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00 the said statutory bonds will not be required. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of Lubbock, Texas. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. CITY 0 LUBBOCK Y:. -Gene E ds, C.P.M. Purchasing Manager 2. 3. 4. The work to be done under the contract documents shall consist of the following: TO PROVIDE LABOR AND MATERIAL TO MUNICIpAL �UILDING—PUBLIC 1NFORM TION; FOR ALTERATIONS AREAS AT THE MUNICIPAL BUILDINGi62�� STREETS AND WATER 13TH STREET, LUBBOCK. TEXAS IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the � construction of this project and shall b e responsible far ohm rnmwp|inn of All ynrb contemplated bv sazo conxracr oo It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders, The construction covered b; the contract documents shall be fully completed within NINETY calendar days from the date specified in the Notice to Proceed issued b; the City of Lubbock to the successful bidder. . The Contractor will be permitted to prosecute the work in the order of his own choosing; provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the Cit; requires a progress schedule to be sqbmitted, and it is determined by the Cit; that the progress of the work is not i -i accordance with the progress schedule so submitted, the Cit; ma; dir��t �he �o��rac��r City deems necessary to insure within the time specified. 5. EAYMENT All payments due accordance with of the contract to Contractor the provisions documents. to take such action as the completion of the project shall be made in ' of the General Conditions The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated b; the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. The intent of these contract documents is that only materials and workmanship of the best quality and spade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the Project. The presence or absence of a representative of the City 0; the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project. All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner; a written general guarantee which shall provide that the Contractor shall remedy any defects in the work; and pay for an; and all damages of any nature whatsoever resulting in such defects; when such defects appear within one year from date of final acceptance of the work as a result of defective materials or workmanship; at no cost to the Owner (City of Lubbock). 10. 11. 12. The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others; as required for proper prosecution of the work contemplated by the Contractor. [he ContractG preservation, conservation, and protection of all materials, supplies; machinery; equipment; tooM apparatus, accessories, facilities, and all means of construction, and an; and all parts of the work whether the Contractor has been paid; partially Paid, or not paid for such work; until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and.1-1 before the contract has been awarded, to require of a bidder the following i;formatioN (a) The experience record of the bidder showinc_q completed jobs of a similar nature to the one covered b; the proposed contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. [his contract is issued by an oroanization whic qualifies for exemption provisions pursuant to of Article 20.04 of the Texas Limited Sales; Ex 1 "- W-- ^-.L The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. it shall be the .Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due [are to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be 13. 14. damaged by Contractor during the construction of the project contemplated by these contract documents. The Cit; of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged b; Contractor during the prosecution of the Work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock; Texas; at Contractor's expense. The contractor shall; at his own expense; furnish and erect such barricades, fences, lights and danger signals; and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor',.---, responsibility for maintenance of barricades: signsq and lights shall not [ease until the date of issuance to Contractor of City's certificate of acceptance of the proJe[-I The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. in � addition, in all cases where explosives are authorized to be Used, the Contractor shall use utmost care so as Dot to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar- type imilartype of construction acti;ity. Explosive materials shall not be stored or kept at the construction site by the Contractor. ` In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice 1�. 16. shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice; however; shall not relieve the Contractor of responsibility for an; damage resulting from his blasting operations. The successful bidder shall be required to have responsible local representative available at a while the work is in Progress under this contra' successful bidder shall be required to furnish the name., address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress,. The Contractor shall not commence work under this... contract Until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business i; the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. [he insurance certificates furnished shall name the Cit as an additional insured and shall further state that all subcontractors are named as additional insureds, or in the alternative; shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. 17. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate which Must be paid on this project shallnot be less than specified in the schedule of general prevailing rates of per them wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable.. Construction work under this.- contract hiscontract requiring an inspector will not be performed on weekends or holidays unless the following Conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions~' of the contract. and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction Work requiring an inspector is to be performed an weekends or holidays; the Contractor moust notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision a; whether to allow construction work requiring an inspector on weekends or holidays will be madebythe Owner's Representative. In any event; if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life; the Contractor shall immediately commence work-, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 1�. The contractor and each of his subcontractors shall Pay each of his employees engaged in work on the ~ro/ect under this contract in full (less mandatory legal deductions) in cash; or by check readily -'ashablg without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer; a certified; sworn, legible copy of such payroll. This shall contain the Dame of � each employee, his classification, the number o. hours worked on each day, rate of pay, and net pa;. Th,-, affidavit shall state that the copy is a true and correct copy of such payroll; that .o rebates or deductions (except as shown) have been made, or will in the future be made from the wages Paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per them wages, which schedule is included in the contract documents. 2�. Tke Contractor shall forfeit as a penalty to the Cit; of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman; or mechanic employed for each calendar da;, or Portion thereof; such laborer; workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate Of Per them wage' included in these contract documents. Proposals submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. The bidder shall submit his proposal on forms furnished by the Cit;. All blank spaces i; the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he proposes to do the work contemplated or furnish the materials required. Such prices shall be written in inks distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. if the Proposal is submitted by an individual; his oa[;g must be signed by him or his duly authorized agent. if a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm; association or partnership, or person duly authorized. If the proposal is submitted b; a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. Each proposal shall be enclosed in a sealed envelopes addressed as specified in the Notice to Bidders, and endorsed an the outside of the envelope in the following manner: (a) Bidder's name (b) Proposal for (description of the Project). Bid proposals may be withdrawn and resubmitted at any time nriDr to the time set for opening of the bids, but no proposal may be withd| �1.ta_ Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the ' foil owino: (a) Notice to Bidders. (b) General instructions to Bidders. (c) BMWs Proposal. (d) Statutory Bond (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. (j) All other documents made available to bidder for his inspection i; accordance with the Notice to Bidders. If Plans and Specifications are too 1: to be physically bound, they are to be considered incorporated by reference into the aforementioned c3ntra[l GOcu;uE Resolution 12144 BID PROPOSAL BZ? FOR LUMP BUM CONTR=ACTS PUCE— L I T y_ 0—1.1.$.$M--------- C��TE__ PROJECT NO. _P"7 h_________ proposal ��!' E= (hereinafter' �_al lets itler') To the Honorable Mayor and Citi Council City of Lubbock, Texas j (hereinafter called Owner) Gentlemen: for bids The Bidders in compliance withwith}ter' invitation fo== for the construction of a N i_la f* l having carefully examined the plans, Si'et_ifi_ati nSs instructions to bidder , notice t_ bidder= and i other. 1 L , L proposed related contract documents and e site of and being familiar with a ! o th t":ohdi•� ion ur' rounding the construction of he pr•L':i-`ljsed project including the availability of materials and larto'•n hereby proposes L S furnish all labor, materials, airs'-_ supplies; and to construct the project in accordance with :_her�. . ,specifications _ d. contract documents,, within thetime of _h therein and at the price stated below. The ppice to caVer all expenses incurred i n performing the work required i n d e r : _. _. i,t n t i ' _ .. t documents, if w'.i_,, t:,.__ proposal is to be a par 9 is as r; ::{ -, - --�� -. -_— ---- - -- �- 6 -- � �--------------- _:---------- -_ ._r-o�_------ (Amount shall be shown—in both words and figures. in case A discrepancY, . ' N amount _..wn i-words shall .. __- .. . Bidder• hereby agr'Qes to +_orrirrien+_e ti -}e wor-Ir, can tLie pro:le+_t on or' before a date to be specified in a Y "Notice to Pr'o+=X_�Wcd__. d" of the Owner' and t �; T}i I ) `i' :_c)r,p f e'� e tai= pr'o_iel_twithin cori=�ecutive alenda.F, dcty t Iher'e.=+'te- as stip!.tlate d in the specifications and other, contr"act documents. Bidder- hereby further' agree=_ to pay to Owne1' :.._ liquidated damages the slim o f , $-----------_ __—--- --------- each c o n s e c u t i `.' e cai enisay r' dain e ices. f tr}f= tii'itr f!_iILi: iier'eiri bove for corrtF'letic!rt sof tLIi'e pr-oi _Iect a. -..= rr}i,I...e. .`u��'- _•i t TL+r'trl in the gerier•al conditions V f the ccilit 'C -ii_'[ d1oc}_jj ei}t=c }�'. 1'� 1 i� r" } + 7 r. - . 1_j r j A .L L Y _ �� -, F- i I L - ' - i iJ� Ir}der"" ri=__• ci11_ �'�}•e -• that Liii- bL - s�sal l ti conn!plcted and sSJLli'titted iri �.�=1_i+r'I�ar11=£' ':!it�i iristr-uction r4Uri}L,er" 20 of 'the "e'riel'al Tn'='ir-u-tione tD ="lig =r"=. E'l4 oder' under -stands that the Owner- ser- es the In to r- e j ec t any or" all L+id=_• and to waive any fo rr}.etl z in the The �i+'�+]er" ✓.C7r'+�es treat tLI .� LI =' c!i l D �}0C cRi {ri_:i's r _. A L+ e '.J i : rI !a } c:'RI rI T U ? G' c r' i o d 1_! T h i i ' !_ t _ '_! .! . _ =. ; ! I i t�}e eche+=iul e•� =l r.c•ir}'� ti fle r'el�e3 ri _ A L I iI= ii rider'_ i dried c'i i er' iL ier'e` lel: , c.r'e = c ric - 1_ -+- i sr'e r - , e; -- = Pi_ h_:: _.Se v-l:•I"i•�. ctrl L}•_._ TS_ t .�:`i€iii r3 t _ P Okr! a 1F'eli 'I'i'_ .tisir!= an _cllltr'_._,. cloCijF-1:e-'ri S- .1 ylJr' : �J;T,e e!y Li', �_rii= Lii'�a e.ri+� iie rur'trie.r' a'cr"ee_ t _.,..iein e wor"k:: iri or- LIr_.,f tris a e _r'e•_i'ii e d iIi th r. _+ r} - p r' u +_ u +1 a a n +j CI L! = t j-! t z _: l `i _' r I -' e ? `. t 3 i Li U : a U U i r. }-} _ _ � l i i_ i � 1_ !. ,; i [ :_. Jill I: I Eri!_ i+ e+ with iii _. F'r'oF'+;';�1 i; e.:...r r _ •.i ' _�`•: ertiT e+s i•'Ie k +=1 r" 0. �� r •.elf .,. r, I}'� _ ._ I ? I l_ - - - - - _ _ ii i L�''_ ter: �. i Lid !_ _ _ CJ rIli iL e e + t L+'s t r! = _l i-} ri r' _, _ SJ i �? . t + +� .•i. r'i a ci F' 't i n t L} c _ =' e n L t Li a.L- - - - e e -c i1 •_ T_ n •`_- ri _. _ _..e. _ •:! ri I ' . �_ f 'w : j ' e _. ri i� t y r'• ". a '_I : , L •_ i*.4 r1WIIr, L}e _,- a -r t..}1 i; Gr; c. ri=g _--' ==.A•_ -iI='_ ti1r' r�'t:_., �,.�. _t_' _ _ - J it 1rI'_ic = _'�rie _+ri C]} rl•.r`:v] Bifji er% understands and agrees that the cort'r- ac ':.�: ire executed by Bidder- :-hal 1 be lbound and inc I :j mak:° =t1 r fir++l"'ci•='_ ijucisrrtertt5 rrta,le available tCi F,im *or' i,i= irt=•a-'e.:r i:sri --A -or,dance with the Notice to BicIder•S. 4 `•I --ZC LJ K,— h.aALn (Seal if Bidder- is a Cor-poration) ATTEST: ---------------------- ---------------- SeCr,etar• BID -BOND KNOW ALL MEN BY THESE PRESENTS,; That we; Pharr and Company ............................................................................................ .............................................................................................., as Principal, (hereinafter called the "Principal"), and the FIDELITY AID, DEPOSIT COMPANY of MARYLAND, of Baltimore, lVlaryland, a corporation duly organized under the laws of the State of 'Maryland, as Surety, (hereinafter called the "Surety"), are held and firmly bound unto..gt.Y.._o?_ Lubbock, Texas. • . ..............................................•-------•--•---------------••---._._...--•-• .................... .......................................... =....................... •................................................ as Obligee, (hereinafter called the "Obligee"), in the sum of--.------ J-1 of amount ..bid 5% ----------------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.._erat ions to Municipal Building .- ............... office area.,- city of Lubbock,, Texas. ._ . -•--.....---•--•......................................................................•-•---•---...----....------.........._....._............_...-••---....._...-------..................._._.... --•---------------••-------•---•----•--•-------•--•---.......--------•------•-----...--•----•-•---•---............--•---._........--•--.............-•--•---•........._..........._...._......... NOW, THEREFORE, if the Obligee shalt 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 into 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. 21st August 85 Signed and sealed this. -••---- .. day of. -•---•-•. •... A. D. 19_...... Pharr and Company John K. Pharr, Partner (SEAL} .;7.K ...................... • -- Principal LVitness ... John K. �lZarr • ------ ----Tine I�resaent FIDELITY AND DEPOSIT COMPANY OF., TARYLAN D Surely j.... .... .. _ ........(SEAL) Tl%it�aess Chrjstine Ball 1�il/e Atty-In-Fac C325d-15011, Approved by The American Institute of Architects, A.I.A. Document No. A-310 February 1970 Edition. COMPA\Y do heretic certify that the original Power of Attorney of which the foregoing is a fu11. true and correct c•opy, is r— fu fcrce and effect on the date of this certificate; and I do further certify that the Vice -Presidents who executed the said Power of Attorney were Vice -Presidents specially authorized by the Boards of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2 of the respective BY -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY .AND DEPOSIT COMPANY. This certificate may be signed by. facsimile. under and by authority of resolutions of the Board of Directors of the FIDELITY AND DEPOSIT CO�.P.AN1 OF MARYLAND at a meetine duly called and 'held on the 16th day of July, 1969 and of the Board of Directors of the FIDELITY AND DEPOSIT COaP.ANY at a meeting duly called and held on the 2nd day of November, 1978. RESOLVED: '"That the facsimile or mecharically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter. .whentNer appearing upon a certified copy of anv power c. attorneN issued by the Company, stall be valid and binding upon the Company wit'r; the same force and effect as ti,oueh mance! . affixed." _. a fr. _,J •�}.P ca;.i l-'mm�aniP: :mss-- _.a, '. � � Resolution #2144 I}nzzd #99196 ' ' 17 STATUTORY PERFORMANCE BOND). PU�SU� T0 -IC ^() �F THE �EV�SE� CIVIi STATUT-cOF TEXAS AS- A D�D BY /�- �T� OF 56TH LF -I -^ T `UF R' R- l�AR'����-'���'�~`� ` KNOW ALL MEN E3,Y THESE PRESENTS, t�at Pharr and Company (Herginafter call�d the Pri-ci�a] (s)r ias Prin[i�al _ Fidelity & ' (hetgr called the c�Urety (s), a Suret� (s) �r� hel. ��n' firmlY boUnd unto the City �f Lubbock (he��inafter c�l�ed~the~ Obligee), �O the ��ount of ������ one thousand eight hundred eighty & No/100 ----- ------------------------------------U -D' ICD, i` S'. ----------------------- -----------Dolars ($31'880. o ) l 14 f @OG�; �f C�g UGif�� �� { � �� g -��----------- � �s Or pa;�eP� w�g�go�, L IIE! ^ ' sa�d �riDcip�� �Dd �Ure�� ���d t�k! glveoQ administratDr�, eeUtI]'rS:�Dd j:As'ESigns; joint�y �Gd sgverally, fir�l; by f�e�e pr�sgnts. W1 EREAS, the d into � �ert�in "riften c�Dtr�ct with the Obligee, dated the _I2�� - o�S ��1985; to Bid #8672 Alterations to Municipal Building Office Areas _____------ �+____=-_______________ City of Lubbock, Texas. _.... ..... __-__�___________�________ .... .... _________--_--_-..... ..... ... ________________ 6Did, aid priD[i��l d�r th� wDrk prDvid�d f�r in said [�ntr�ct to �xecu�e � bo�d th1dt which �o�tracf is h�reb� r�ferr�� to and I ade =Ip�rt hereof as f ll an d t th � - u `y o e sa�e ext�nt as if copied N�W, THE�EFORE; T�E �OND�TION OF TH|� �ALI��TTON �� SnC��; th�t if the saij Pin�i�al shall faithfull; pgrforO) th8 wD�� in �ordance with the plans; s��[ification� ��d �Ontract ` docuOts, then this ob�iqa�io� sh�ll be void; otherw|se t� remain in fUll forc� �nd .ffect. ^ PR0VIDE D, HO!V-VIEFR:. th�;t this b�n^ i�ex-[uted ` t t' the p�O;i�iG�s 1-i Article 51�0 of the �gvis�d� St��ut's` of Texas as arrlendd by Acts cf t�� 56�h Legi�sl-�.�g, r�gul-P sessiOn 1959 and �ll liabi�iti thi b d- - ~ ; es on � �n shall be detei ine in accordance with the P�ovisions �f d articI� tD tbg S fe e:tent �s if it were copied�t leGgf� �ereiD. , TN WITNESS WHEREOF` the sa:1d PriGc i d ha;g s :L:gRgd aDd Se��led this intrumint thisda- �f uS._ ---_---__v Pharr and Company �t C 0,0 f ��K~ _ - -......... -----------�-��='-, ,tY Prin[�pal- -- - - . -�~__���_____==________ - _ Jo.'���arr, President ` _*By: �� (Title) ^(Titlg) � Cara D. Hancock Atty-In-Fact __..... .... _______________________ By:___________________________ (Titl�) Trl �r. si���d �ur�ty c�m��ny r�pr�s��t� t�a� dpd fO �� b��iDess iD Ti9 S r:d I'lg���� dg�ig��fg^ � ____ an aggDt �esid2rt in �Vbb k � t t------ ----- --------- oc ouD ; o who� �D� req�i�ife notice� ma� be delivered and on F. D: �ay be hd in 0atters zA i_ipg out of sGch surety�hiP. APir�ved �s to � Co._"of MD__ *�? Cara D. Hancock Atty-In-Fact (Title) Cit; Att�rney *NDte: if �igned by aD officer of the Surety C�0I- 1;, therE, mustbe On fil� � cgrtifi�d extr�ct from thW.::. showing that this person has authority to sign such obligatioA If signed by �n AttorDg� iD Facf �ve must h�;e f ^ , c�py G of attorne; fOr Gur files. � '-�- ' The FIDELITY AND DEPOSIT COMPANY OF MARYLAND o FIDELITY AND DEPOSIT COMPANY Companies HOME OFFICES: BALTIMORE, MD. 21203 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the FIDELITY AND DEPOSIT COMPANY, corporations of the State of Maryland, by C. M. PECOT, Jr.Vice-President, and C. W. ROBBINS , Assistant Secretary, in pursuance of authority granted by Article VI, Section 2 of the respective By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect of the date thereof, do hereby nominate, constitute, and appoint Cara D. Hancock and Marilyn Crenshaw, both of Lubbock, Texas, EACH ................ .................. �e and lawful agent and Attorney -in -Fact of each, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, each in a penalty not to exceed the sum of ONE HUNDRED THOUSAND DOLLARS ($100,000)... EXCEPT bonds on behalf of Independent Executors, Community Survivors and Community Guardians..._ N d the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the respective Companies at their offices in Baltimore, Md., in their own proper persons. IN WITNESS WHEREOF, the said Vice -Presidents and Assistant Secretaries have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANYthis ....................25th.................................. day of ......................... I.U.np.............................. A.D. 19.B.4 ........... ATTEST: FIDELITY AND DEPOSIT COMPANY OF RYLAND :SERC 5 r ^ FLIM �t�c p.......... B .�? �.........F..............I...... Assistant Secretary y .....................'--- -.e-Pre ident ........................... ice -President 0e) FIDELITY AND DEP T COMPANY C�� �......... B STATE OF MARYLAND Assistant Secretory 'ice -President CITY OF BALTIMOR On this 2S� thl day of June , A.D. 19 84, before :he subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice-presidents and Assistant Secretaries of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY, to me personally known to be the individuals and officers described herein and who executed the preceding instrument, and they each acknowledged the execution of the same, and being byy me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to thepreceding instrument are the Corporate Seals of said Companies, and that the said Corporate ffi Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal a e Ci y of Baltimore the d y and year first above written. �. s ....... ....... ... ..s. ............................................ . . Notary Public My commission expires,_July 1 198f - CERTIFICATE I, the undersigned Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -Presidents who executed the said Power of Attorney were Vice -Presidents specially authorized by the Boards of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2 of the respective By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the FIDELITY AND DEPOSIT COMPANY. This certificate may be signed by facsimile under and by authority of resolutions of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969 and of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY at a meeting duly called and held on the 2nd day of November, 1978. RESOLVED: "That the facsimile or mechanically reproduced signature of any. Assistant Secretary of the Company, whether made heretofore or hereafter, whenever appearing upon a certified copy of any Power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed.' IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this..... .2 $_t J'1 day or...._Augus_t....................... 19. $.5... ....-.. ............. I.1419.ITX1—Qr. —168 A.uis l Sanatory FOR YOUR PROTECTION l (ll:-1'lII, I ,,1 1) EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The President, or any Executive Vice -Presidents, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurr. ence of the Secretary or any one of Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents, and At- tornies-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgments, decrees, mortgages and instruments in the nature of mortgages, and also all other instruments and documents which the business of the Company may require, and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY "Article VI, Section 2. The President, or any one of the Executive Vice -Presidents, or any one of the additional Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the con- currence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents, Resident Assistant Secretaries and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or per- sons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgments, decrees, mortgages and instruments in the nature of mortgages, and also all other in- struments and documents which the business of the Company may require, and to affix the seal of the Company thereto." C Bond # 6 17 ` 14 ' STATUTORY PAYMENT BOND iPURSUANT T[]^RT--~--'�1 ` --__ - ~. OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED BY ACTS OF THE 56TH �E�G.i/\� LEGISLATURE, S��STON ' 1959 '' ~ , KNOW ALL MEN BY THESE PRESENTS, that__Pbarr_and _Company ......... _ (hereinafter called the Principal (s), as Principal (s), ,and ' _____________________________________________________________ lvideIity_&_Z)feposip_9pl_y8�z~_____I (� ���_____________________-_' and firmly bound unto the City of Lubbock (hereinafter called the Obligee)q in the amount of lawful money of the United States for the Payment whereof, the said Principal and Surefy bind themselves, and their heirs, administrators, executors, successors and assigns; jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a captain written contract with the nbligen dated the _ _ day of ______, 1925_1 to _u Bid�H��2___AIteratimzo to munioipaI -Building -OfficeAreas- - ��r��. _____________-__________________________________ and said Principal under the law is pPs/irPd hpfnro ,"==n,,g.. the work Provided for in said co;tra[ t 't ` �-e - o �x�cu�a oond iD the amount Of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein,, NOW, THEREFORE, THE CONDITION OF THIS `OBLIGATION IS SUCH, H,thaf if the said Prin[i�al shall Pay all claimants supplyinglabor and material to him or a sub -contractor in the Prosecution of the work provided for in said contract, then, this Obligation Shall be void; otherwise to remain i�' ` full force and effect; PROVIDED, HOWEVER9 that this bond is executed pursuant to the provisions of Article 5160 of the Revise' Civil Statutes of Texas as amended b; Acts of the 56th Legislature, Regular ` Session, 19591 and all liabilities on this bond shall be -' determined in accordance withthe provision~ ofsaid Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the gaid Principal /s) and Suretv-'(s) have signed and sealed this instrument this _ day of Fidelity & De �t Oo of �Ar I d -- / �'�o Surety Principal Pharr and Company By: John K. Phazr Zon. -- Partner ___ ______ °m�-� *By: ��K 5 _-------------------------- John _______________ _ Joho I[.ov%o x�Plzarr (Titl e) President ` B;: (Title) B;: _________________________ - (Ti�le) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Joe 3o�zn�o� ...................................................an agent rgsideDt in Lubboc^ County to whom any requisite notices may be delivered and on whom service of process- may be had in matters arising out of such suretyship. Maryland Cara D. Hancock (Title) Attorhly—In—Fact Approved as to form: City 0 �\tz \ �/ City A|tnrney 15 PROVIDED, HOWEVER9 that this bond is executed pursuant to the provisions of Article 5160 of the Revise' Civil Statutes of Texas as amended b; Acts of the 56th Legislature, Regular ` Session, 19591 and all liabilities on this bond shall be -' determined in accordance withthe provision~ ofsaid Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the gaid Principal /s) and Suretv-'(s) have signed and sealed this instrument this _ day of Fidelity & De �t Oo of �Ar I d -- / �'�o Surety Principal Pharr and Company By: John K. Phazr Zon. -- Partner ___ ______ °m�-� *By: ��K 5 _-------------------------- John _______________ _ Joho I[.ov%o x�Plzarr (Titl e) President ` B;: (Title) B;: _________________________ - (Ti�le) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Joe 3o�zn�o� ...................................................an agent rgsideDt in Lubboc^ County to whom any requisite notices may be delivered and on whom service of process- may be had in matters arising out of such suretyship. Maryland Cara D. Hancock (Title) Attorhly—In—Fact Approved as to form: City 0 �\tz \ �/ City A|tnrney TRUCK INSURANCE EXCHANGE INTERIM CERTIFICATE AS TO EVIDENCE OF INSUfRANCE'.214-4 THIS IS NOT AN INSURANCE POLICY. THIS IS ONLY A VERIFICATION OF INSURANCE. IT DOES NOT IN ANY WAY AMEND, EXTEND OR ALTER THE COVERAGE PROVIDED BY THE POLICIES LISTED BELOW. Named Insured . PHARR COMPANY TBT) Address . Policy No. -Workmen's or .P.O. BOX .2791 Worker's Compensation , Agent Policy No. -Other Cov. LUBBOCK, TEXAS 79408 This is to certify that policies for the above named insured are in force as follows: OWNED AUTO- MOBILES, IF COVERED This Interim Certificate As To Evidence of Insurance slci`3$ii M., AUGUST 15 , 19$5, unless cancelled prior to such date by written notice to the named insured. THIS IS TO BE A PER.MENENT CERTIFTCA'TF nF TM.gTTPhmr1, * Includes Goods or Products Warranty, Written Lease of Premises, Easement Agreement, Municipal Ordinance Agreement, Sidetrack Agreement, Elevator or Escalator Maintenance Agreement only, unless .accompanied by specific endorsement providing additional Contractual Coverage. Described Description ❑ below ❑ waived I YEAR, MAKE, TYPE OF BODY, LOAD CAPACITY I IDENTIFICATION NUMBER DU9017 DELTA LLOYDmbrella Liability POLICY NUMBER LAST 3 DIGITS SHOWN $ 1,000 000 retained limit $ each occurrence $ aggregate If this Interim Certificate As To Evidence Of Insurance is to be cancelled prior to the expiration date, we shall provide 30 days advance notice in writing.to whom this certificate is issued. Certificate issued to: LUBBOCK, CITY OF Name And LUBBOCK TEXAS Address I Countersigned �! / # # Not Applicable in Texas. Authorized Rep entative ### In Texas the aggregate also applies to owners and contractors protective, contractual and/or completed operations. 56-0514 5.84 1801 200 / ST PRINTED IN U.S.A. © M COVERAGE COMBINED LIMITS OF LIABILITY COVERED COVEOT IL ED LIABILITY K ❑ Owned Bodily Injury $ 000 each person ❑ Hired $ 000 each occurrence ❑ - ❑ � Non -Owned Employer's Non -Ownership Property Damage $ 000 each occurrence Contingent Liability Single Limit Liability for Coverages checked X above $ 500 000 each occurrence GENERAL LIABILITY M&C - OLT Bodily Injury $ 000 each person *.# ED ❑ Owners & Contractors Contractual * $ 000 each occurrence $ ,000 annual aggregate s t t ❑ E I evatorsproducts Products and/or Property Damage $ 000 each occurrence Completed Operations $ 000 annual aggregate products*** Single Limit Liability for Coverages checked X above $ 000 each occurrence $ n (�_ annual aggregate ,000 products • s s ❑ CARGO $ ,000 each vehicle $ 000 each occurrence WORKMEN'S ® El 1 OR WORKERS' COMPENSATION Statutory * Includes Goods or Products Warranty, Written Lease of Premises, Easement Agreement, Municipal Ordinance Agreement, Sidetrack Agreement, Elevator or Escalator Maintenance Agreement only, unless .accompanied by specific endorsement providing additional Contractual Coverage. Described Description ❑ below ❑ waived I YEAR, MAKE, TYPE OF BODY, LOAD CAPACITY I IDENTIFICATION NUMBER DU9017 DELTA LLOYDmbrella Liability POLICY NUMBER LAST 3 DIGITS SHOWN $ 1,000 000 retained limit $ each occurrence $ aggregate If this Interim Certificate As To Evidence Of Insurance is to be cancelled prior to the expiration date, we shall provide 30 days advance notice in writing.to whom this certificate is issued. Certificate issued to: LUBBOCK, CITY OF Name And LUBBOCK TEXAS Address I Countersigned �! / # # Not Applicable in Texas. Authorized Rep entative ### In Texas the aggregate also applies to owners and contractors protective, contractual and/or completed operations. 56-0514 5.84 1801 200 / ST PRINTED IN U.S.A. © M ^ r R830lUtiOD #2144 21 CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 12 day of r_____hb_, A.D. 1c�5 , by and between the City of ~ubboc�, Count; of�Uock; State of Texas, acting b; and through Alan He--- -----------.-------------' Mayor, thereunto auth —— --do so, hereinafter referred to as OWNER, and 208 PARISAVENUE LUBBOCK,TX 79416 of the City of ______LUBBOCK____________, County Of LUBBOCK _________________________ and the S t.-, -, of TEXAS ----- _----------- , hereinafter termed CONTRACTOR. WITNESSETH; That for and in consideration of the Payments and agreements hereinafter mentionedg to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (|f an;) the CONTRACTOR hereb agrees with OWNER to commence and complete the construction of certain improvements described as fQ]Gws:Alterations to Municipal Building -- Pu6]loInformation, Streets and Water Areas, Bid # 8672. Contract Amount -- $31,880.00 (Thirty one thousand eight hundred eighty dollars and no/1OO/sJ and all extra work i; connection thg?ewith; Under the terms as stated in the contract documents and at his (Dr their)'own proper cost and expense to furnish all materials, supplies, 0achiner;g equipment, tools, superiDteDdenceg labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within tgP days after the date written notice to do so qhall have been given to him and to substantially complete same within the time specified in the contract dc[Vmen The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make Payment on account thereof as Provided therein. ' IN WITNESS WHEREOF, the parties to theK presents have executed this agreement in ______ ______________ in thet year and da; first above written. CITY OF QREZCK TEXAS (OWNER) MAYOR �[----------��---- retar� TO ................... CONTENK TO FORM" - Secretary , PHARR & COMPANY JOHN K. PHARA" N JOHN K. PHARR' PRESI ENT BY: TL[�: rAu/nE^ TT _________________________ �TF A[����SS: PHARR &-COMP��Y- 2U8 Paris Ave. Lubbock, TX 79416 23 l^ {}WNER Whenever the word Owner, or the expression Party of the First Part, Or First Party, are used in this contract, it shall be understood asreferring to the City of Lubbock, Texas. 3^ 4. Whenever the word Contractor, or the expression Party of the Second Part, Or Second Party, is used, it shall be understood to mean the person, persons, co—partnership or corporation, to—wit: PHARR 9, COMPANY who has agreed to perform the work embraced in this contract, or to his or their legal representative. WhaD8vmP the word Owner's Representative Or representative is used in this contract, it shall be understood as referring to WILLIAM J. PAYNE, DIRECTOR OF ADMINISTRATIVE SERVICES, City of Lubbock, under Whose supervision these contract documents, including the plans and specifications, were prepared, and who will inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or men acting in behalf Of the Contractor. The contract documents Shall consist of the Notice to Bidders, General Instructions to Bidders, Propo6al, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in accordance with the Notice to Bidders. Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary,'' "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative 7. is intended; and similarly, the words "Approved'" "Acceptable," "Satisfactory," or words of like import shall mean approved b; or acceptable or satisfactory to the Owner's Representative. Whenever in the Specifications or drawings accompanying this agreement, the terms of description of various qualities relative to finish, workmanship, or other qualities of similar kind which cannot, from their nature, be specifically and clearly described and specified, but are necessarily described in general terms; the fulfillment of which must depend an individual judgment, the;, in all such cases; an; question of the fulfillment of said Specifications shall be decided by the Owner's Representative, and said work shall be done in accordance with his interpretations of the meaning of the words; terms, or clauses defining the character of the work. The term Subcontractor, as employed herein; includes only those having a direct contract with the Contractor for performan[e of work on the project contemplated by these contract documents. Owner shall have no responsibility to an; Subcontractor employed by Contractor for Performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to him who gives the notice. Unless otherwise stipulated; the Contractor shall providE and pa; for all materials, supplies; machinery, equipment, tOOlSI superintendence, labor, insurance, and all water, light; power, fuel; transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a qool quality. The Contractor shall; if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known; technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment,. 10. 11. 12. Except as specifically Provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and an; other layout work done by the Contractor at Contractor's request, but this [heck does not relieve the Contractor of the responsibility of correctly locatiD-p all work in accordance with the Plans and Specifications. The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he shall keep'one copy of same consistently accessible on the job site. The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and todetermine, in general; if the work is proceeding in accordance with the contract documents. He will not be required to make exhaustive or continuous on—site inspections to check the quality or quantity of the work, nor will he be responsible for the construction means, methods; techniques, sequences or procedures; or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the-- Owner heOwner that the completed project will conform to W requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform, the work in accordance with the Contract Documents. M -i the basis of his on—site observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. 14. All lines and grades shall be furnished by the OWner's Representative whenever necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend his work in order to permit Owner's Representative to comply with this requirement; but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice Of the time and place where lines and grades will be needed. All stakes; marks, etc.; shall be carefully preserved by the Contractor; and in case of careless destruction or removal by him, his SVbcontractorsv or his emPloyees; such stakes; marks, etc.; shall be replaced by the Owner's Representative at Contractor's expense. Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. in order to permit delays and disputes and to discourage litigation; it is further agreed that the Owner's Representative shall; in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction thereof, and shall; in all cases; decide every question which may arise relative to the execution of this contract on the part of said Contractor. The Owner's Representative's estimates and findings shall be conditions precedent to the right of the parties hereto to arbitration or to any action on the contract; and to an; rights of the Contractor to receive any money Under this contract; provided; however; that should Owner's Representative render any decision Or give an; direction, which in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such actio; may reserve the right to submit the questions so raised to arbitration as hereinafter provided. it is the intent of this Agreement that there shall be no dela; in the execution of the work, therefore; written decisions or direction of the Owner's Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to arbitration as hereinafter pro` 15. 16. The Owner's Representative shall, within a reasonable time; render and deliver to both the Owner and the Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. Should the Owner's Representative fail to make such decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the part; appealing. it is agreed b; the Contractor that the Owner'---.. Representative shall be and is hereby authorized to appoint from time to time such subordinate enoineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required b; the subordinate enoineers, supervisors or inspectors for the proper inspection 8nd examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his decision. The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work; during its progressl a competent superintendent and an; necessary assistants; all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. rhe work, from its commencement to comPle under the exclusive charge and control of the Contractor and all risk i; connection therewith shall be borne by Me Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his agents or employees; or any other persons performing any of the work. 17. LUNIRAMEMANDERSIAMIA �8. 1�. it is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of the work, the confirmation of the ground, the character; quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in an; way effect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that any man or men o; the work; are; in his opinion, incompetent, unfaithful, or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. The Contractor shall provide all labor; tools, equipme;t, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same; and it is also understood that Owner shall not be heQJ responsible for the care; preservation, conservation' or protection of any materials, tools, equipment or machinery or any part of the work WPM is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 71. Necessary sanitary conveniences for the use of lak on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced., The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor shall make necessary arrangements and provide Proper facilities and access for such observation an� testing at an; location wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. 0wner oi- r ' s Representative may reject an; work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such erpors and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it must; if requested by Owner or []wner4, Representative, be uncovered for examination &;- Contractor's tContra[tor's expense. in the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection; testing or approval made by Persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative. it �/��fn if requested by the Owner uncovered for observation expense. The cost of all approvals shall be borne t otherwise provided herein. the requirements of any SL apProval' and any work whi � �-- - - -' - ---'' or Owner's Representativeg be and testing at the Contractor's such inspections, tests and ; the Contractor unless Any work which fails to meet ch tests, inspections or ch meets the requirements of +22. 23. an; such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. Neither observations by the Owner or []wner's Representative; :or inspections, tests; or approvals made by Owner, Owner's Representative; or other persons authorized Under this agreement to make such inspections, tests; or approvals shall relieve the Contractor from his obligation to perform the work i; accordance with the requirements of the contract documents. It is further agreed that if the work or any part thereof, or an; material brought on the site of the work for use in the Work or selected for the same, shall be deemed b; the Owner or OwDels' Representative as unsuitable or not in conformity with plans, specification and contract documents, the Contractor shall; after receipt of written notice thereof from the Owner's Representative; forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit; in the line, grade, for[; dimensions; plans or or material.-:-, for the work herein contemplated; or an; part thereofj either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done; they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications; such increase shall be paid according to the quantify actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used i; said work, then the Owner shall recompense the Contractor for an; materia} or labor so used, and for an; actual loss occasioned b; such change; due to actual expenses incurred in preparation for the work �� originally planned. '(-- -- -- - - 24. The term "extra work' as used in this contract shall be understood to mean and include all work that may be required b; the Owner or Owner's Representative to be done by the Contractor to accomplish any [hange� alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's Proposal, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall nerform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however; to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined b; the following methodv Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed Upon before the extra work is comme;[edg then the Contractor shall be paid the actual field cost of the work, plus fifteen (15%) per cent. in the event said extra work be performed and paid for under Method (C); then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen timekeepers, mechanics and laborers, materials; supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used o; such extra work, plus actual transportation charges necessarily incurred; together with all expenses incurred directly on account of such extra work; including Social Security, Old Age Benefits; Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences; the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contracfor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using i00%; unless otherwise specified; Of the latest Schedule of Equipment and Ownership Expenses adopted b; the Associated General Contractors of America. Where Practical; the terms and prices for the Use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his profit, overhead; general superintendence and field Office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained Primarily on account of such Extra Work; then the cost to maintain and operate the same shall be included in the "actual field cost.' No claim for extra work of an; kind will be allowed unless ordered in writing by Owner's Representative. Q. case any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an adjustment in the construction time; he shall make written request to the Owoer/s Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefor, and the Owner's Representative insists upon its Performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereofv as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. It is further agreed that it is the intent of this contract that all work described in the proposal, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. if the Contractor finds any discrepancies or omissions in these plans, specifications; or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owner's Representative prior to the opening of bids; then it shall be considered that the Contractor fully understands the work to be included and has Provided sufficient sums in his proposal to complete 27. the work in accordance with these plans and specifications. it is further understood that any request for clarification must be submitted no later than tzve oays prior XO tne openlng if at any time the methods or equipment used b; the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at an; times the working force of the Contractor is inadequate for securing the Propress herein specified. the Contractor shall, if so ordered in writing, increase his force or equipment; or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. . The Contractor shall take out and procure a policy or policies of Workmen's Compensation insurance with an insurance company licensed to transact business in the State of Texas; which policy shall comply with the Workmen's Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other p.hysi[al hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of Americas except where incompatible with federal; state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its offi[ersi agents and employees from all suits, actions; or claim� of any character whatsoever, brought for or on account of any injuries or damages received or sustained by an; person or persons or property; on account of any negligent act or fault of the Contractor or any sUb— contraciDr; their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter of this contract; on account of the failure of Contractor or any subcontractor to provide necessary barricades, warning lights; or signs and will be required to pa; any judgment with costs which may be obtained against ths Owner or any of its officers; agents, or employees including attorney's fees 34 rhe safety precautions taken shall be the sole `esnonsibilitv of the Contrartnr. i: hic qnp dicr,m+inr: as an Independent Contractor; inclusion of this paragraph i; the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions b; either the Contractor or any of his subcontractors. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover- all Gverall operations in connection with this contract, whether performed b; the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A. Comprehensive General Liability insurance The contractor shall have Comprehensive General Liability insurance with limits of $300,000 Bodil; I;jur; and $3009000 Property Damage per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability independent Contractors Coverage Personal injury (with exclusion "c" waived) The City is to be named as an additional insured on this policy for this specific job, and copy of the endorsement doing so is to be attached to |h� Certificate of Insurance. B.� Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability insurance. The Contractor shall obtain an Owner's Prntective or Contingent Public Liability Insurance policy naming the cit; O, Lubbu[K as insured and the amount of such policy shall be as follows For bodily injuries, including accidental deafh, $500;000 per occurrence, and $100,000 for Property Damage. C. Comprehensive Automobile Liability insurance The Contractor shall have Comprehensive Automobile Liability insurance with limits of not less than; Bodily injury 250/500,00 Property Damage $100,000 to include all owned and non—owned cars including Employers Non—ownership Liability Hired and Non— owned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance The Contractor shall obtain a Builder's Risk policy in the amount of the (100% of cotential MqUi City of Lubbock as insured. E. Excess or Umbrella Liability insurance The Contractor shall have Excess or Umbrella Liability insurance in the amount of ___________________with ($1;000,000 minimum) coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. The City is to be named as an additional insured on this policy for this specific job and copy of M--- endorsement he endorsement doing so is to be att Certificate of insurance:: F. Worker's Compensation and Employers Liability insurance As required by State statute covering all employees whether employed b; the Contractor or any Subcontractor on the job with Employers Liability of at least $1009000 limit. �. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements; signed by an authorized representative of the insurance company setting Mrth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be cancelled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the Cit; ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications! No substitute of nor amendment thereto will be acceptable. 29. E. The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of subcontractors, laborers, workmen; mechanics; maigrialmen and furnishers of machinery and Parts thereof, equipment; power tools; all suppliers, i;cludin� commissary, incurred in the furtherance of the performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 30. 3|. ` 7f during the Progress of the work, Contractor shall allow an; indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid; withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid.; indebtedness or may apply the sum so withheld to discharge any such indebtedness. Any and all communications between any part; under this paragraph must be in writing. The contractor shall pay all royalties and license fees; and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of an; Patent or copyrights and shall indemnify and save the Owner harmless from an; loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, devicev materiM or process or the product of a Particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device; material or process is allowed to the Contractor; then Contractor shall indemnify and save Owner harmless from any loss on account thereof. Tf the material or Process specified or required by Owner is an infringement, the Contractor shall be responsible far such loss unless he promptly gives written notice to the Owner of such infringement,, The Contractor Shall at all times observe and comply with all federal5 state and local laws, ordinances and regulations, which in a;; manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, ordinances; and regulations; whether by the Contractor or his employees. if the Contractor Gbserves that the plans and specifications are at variance therewith, he shall Promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws; ordinances, rules an� regulations, and without such notice to the Owner's �2. 33. Representativeg he shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powera; insofar as the same regulates the objects for which, or the manner in which or the conditions under which the Owner may enter into contracts, shall be controlling; and shall be considered as part of this contract to the same effect as though embodied herein. The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work; or materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this contractual agreement. It is hereby understood and mutually agreed by and between the Contractor and the Owner; that the date of beginning and time for completion as specified in the contrW of Work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in thi� contract shall be commenced on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail; or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation; the sum of TWO HUNDRED DOLLARS ($200.00) not as a penalty; but as liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the work. _ It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change and conditions and usual industrial conditions prevailing in this 34. 3�. The ammoUH-t is fixed and agreed upon b; and between the Contractor and the Owner because of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain; and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for p8;mgnts or from final payment - it is further agreed and understood between the Contractor and Owner that time is of the essence of this contract. It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute his work at such time and sessions; in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided; however, that the order and time Of Prosecution shall be such that the work shall be substantially completed as a whole and in part; in accordance with this contact; the plans and specifications, and within the time of completion designated in the proposals; provided, also; that when the Owner is having other work done, either by contract or by his own force; the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit; at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor Proposes to carry on the work; with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. The Contractor agrees that he has submitted his proposal in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial condition-..--, prevailing in this locality, and has considered the liquidated damage Provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor will he request, an extension of time on this contract; except when his work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed b; the owner; or by changes ordered in the work; or by strike; walk—outs, acts of God �6. -37. or the public enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required b--:.-.- Owner's yOwner's Representative for such an extension as requested b; Contractor. The Owner's Representative within ten (10) days after receipt of a written request for a; extension of time by the Contractor supported b; all requested documentation shall then submit such written request to the City Council of the City of Lubbock for their consideration. Should the Contractor disagree with the action of City Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided. In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein fixed, he has taken into consideration and made allowances for all hindrances and dela;s incident to such work; whether growing out of delays in securing material or workmen or otherwise. No charge shall be made b; the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped b; order of the Owner or Owner's Representative for the Owner's convenience; in which event, such expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. No extra or customary measurements of an; kind will be allowed, but the actual measured or computed length; area; solid contents, number and weight only shall be considered; unless otherwise specifically provided. i; the event this contract is let on a unit price basis; then Owner and Contractor agree that this contract; including the specifications; plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their proposals offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for Payment under this contract is the unit price method: payment shall be for the actual 38. 39. 40. EM amount of work done and materials furnished on the project. Thg Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under- this nderthis agreement, from an; damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to full; protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to an; injury to any adjacent or adjoining property, arising or growing out of the performance of this contract; but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. In consideration of the furnishing of all necessary labor; equipment and material and the completion of all work by the Contractor, and on the deliver; of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the proposal attached hereto; which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by him and for well and truly performing the same and the whole thereof in the manner and according to this agreement the attached specifications, plans; contract document-, and requirements of Owner's Representative. No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract; either wholly or in part, nor shall any certificate or Payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made; Contractor shall satisfy Owner, by affidavit or otherwise; that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all 41. 42. 43. claims aqainst Owner which have not thPret:fnrP hPprF timely filed as provided in this contract. On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for Partial payment. Owner's Representative shall review said application for partial payment and the progress of the work made by the Contractor and if found to be i; order shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. / The Owner shall then pa; the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 10% of the amount thereof, which 10% shall be retained until final payment, and further; less all previous payments and all further sums that may be retained by Owner under the terms of this agreement. It is understood, however, that i; case the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault Or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pa; a reasonable and equitable portion of the retained percentage due Contractor. Within thirty—one (31) days after the Contractor ha-.i� given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty—one M) days to issue a certificate of acceptance of the work to the Contractor. Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and nrenare a final qf*fpmp:| nf thp vAl:p all work performed and materials furnished under the terms of the agreement, and shall certify same to the 44. 45. 46. Owner, who shall pa; to the Contractor on or before the 31st day after the date of certificate of completion; the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance nor the final payment; ;or an; provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warrant; which may be required in the special conditions (if any) Of this contract or required in the specifications made a part of this contract. Contractor shall promptly remove from Owners' Premises all materials condemned by the Owner's Representative on account of failure to conform to the contractv whether actually incorporated in the work or not; and Contractor shall at hisow; expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by an; such removal or replacement. if Contractor does not remove and replace an; such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's exF Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faultv matpriAlq nr w:nmA:qhip,, and he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. The Owner may, on account of subsequently discovered evidence, withhold or the nullify whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of: (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating possible filing of claims. 47. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner; which will Protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. it is further agreed b; both parties hereto that all questions of dispute or adjustment Presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) days ampr fhp nwnpr/� Represe;tati;e has given any directions; order or instruction to which the Contractor desires to take exception. The Owners/ Representative shall reply to such written exceptions by the Contractor and render his final decision in writing. ID case the Contractor shoulJI appeal from the decision Of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date delivery to Contractor of :f the final decision of the Owner's Representative. It is further agreed that final acceptance the by of work the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. All questions of dispute under this agreement shall be submitted to arbitration at the request of either party to the dispute. The parties may agree upon one arbitrator; otherwise, there shall be three; one named in writing b; each part; and the third chosen by the two arbiters selected; or if the arbiters fail to select Et third within ten (10) days, he shall be chosenby the District Judge, 72nd judicial District of Texas. Each arbiter shall be a resident of the City of |Lubbock. Should the party demanding arbitration fail to name an arbiter within ten (1O) days of the demand, his right to arbitrate shall lapse, and the decision of the Owner's Representative shall be final and binding on him. Should the other party fail to [hoose an arbiter within ten (10) days; the Owner's Representative shall appoint such arbiter. Should either Party refuse or neglect to supply the arbiters with any papers or information demanded in writing; the arbiters are empowered b; both parties to take Ex Parte Proceedings. MW The arbiters shall act with promptness. The decision Df any two shall be binding an both parties to the contract: unless either or both parties shall appeal within ten (10) days from date of the award by the arbiters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be according to and governed b; Arbitration Statutes of Texas; being Article 224; et seq., Vernon's Annotated Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY �UE� ' ^ SUBMITTED TO ARBITRATION UND1FR THIS CONTRACT SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION. The arbiters, if the; deem the [ase demands it; are authorized to award the party whose contention is sustained, such sums as the; deer; proper for the time, expense and trouble incident to the appeal, and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writing and shall not be open to objection on account of the form of proceedings or award. 49. In [ase the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative; when such orders are consistent with this contract, this Agreementi... Or the Specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete the work and a [op; of said notice shall be delivered to the Contractor. After receiving said notice Of abandonment, the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job; but the samev together with any materials and equipment under the contract for work, may be held for use on the work b; the Owner or the Surety of the Contractor, or another contractor; in completion of the work; and the Contractor shall not receive an; rental or credit therefore (except when used in connection with Extra Work; where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement:: � In ���e the Sur�ty sn�uld fWil to commence compliance with the notice for completion hereinbefore provided for within ten (10) days after service of such notice, then the Owner may provide for completion of the work in either of the following elective manners -z (a) The Owner may employ such force of men and use of machinery, equipment, tools; materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor; machinery, equipment, fools, materials and supplies to said Contractor; and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at an; time become due to the Contractor under and b; virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, the; said Contractor shall receive the difference. TD case such expense is 'greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor; then the Contractor and/or his Surety shall pa; the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location Of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in thi� contract. In [ase of any increase in cost to the Owner under the new contract as compared to what would have been the cosi under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. However, should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. When the work shall have been substantially completed; the Contractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in Paragraph 42 hereinabove set forth; shall be issued. A complete itemized statement of the contract accounts; certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Suretyq or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certificate of completion. 50. Tn the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed b; the Contractorunder the terms of this contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, fools; materials ar supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor and/up his Surety fail to pa; the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, fools, materials or supplies on the site of the work, notice thereofr together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the respective addresses designated in this contract; provided; however, that actual written notice given in an; manner will satisfy this condition. After mailing, or other giving of such notice; such property shall be held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools; materials or supPlies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or withouf notice, as the Owner may elect. The Owner shall release a;; machinery, equipment, tools, materials, or s�p;li�s which remain on the jobsite and belong to persons other than the Contractor or his Surety, to their proper owners. In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms within ten (10) days after written notification by the Contractor; then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included to the in Payments Contractor and have not been into the work. Thereupon, the Owner's Representativc-7 incorporated shall make an estimate the total of amount earned by the Contractor, which estimate shall include the value of all work actually completed b; said Contractor at the price� stated in the the attached proposal; the value of all Partially completed work at a fair and equitable price; and the amount of all Extra Work performed at the price-..:.; agreed upon, or provided for by the terms of this contract; and a to reasonable sum cover the cost of any provisions made by the Contractor to the carr; whole work A O completion, and which cannot be utilized. The Owner"...; Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all Previous Payments by the Owner and all other sums that may be retained b; the Owner under the terms of this Agreeme;h and shall certify same to the Owner who shall pa; to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown b; said final statement as due the Contractor; under the terms of this Agreement. 51. The successful bidder shall be required to furnish a Performance bond and payment bond in accordance with Article 5160, Vernon's Annotated Civil Statutes in the amount of 1O0% of the total contract price, in the event said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00, the statutory bonds will not be required. All bonds; if required, shall be submitted on forms supplied by the Owner' and executed by an approved Surety Company authorized to do business in the State of Texas. And it is further agreed that this contract shall not be in effect until such bonds are so furnished. 52. in the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the qenPr*l r::&i|inn� coDtained in this [oDtractv then in such event the special conditions shall control. �3. Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done; or from the action of the elements; or from any unforeseen circumstance and the prosecution of the same; or from unusual obstructions or difficulties which may be encountered in the Prosecution of the work, shall be sustained and borne by the Contractor at his own cost eni-I ��. 55. Contractor is; and shall remain; an independent contrac"Mr, with full, complete and exclusive Power and authority to direct, supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contra[tor's work during his performance and to carry out - the other perogativeS which are expressly reserved to an!J vested in the Owner or owner's Representative hereundery is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person; fiPm; or cOrMatiOn. The Contractor shall at all times keep the Premises free by the worki and at from accumulation of debris caused the completion of the work he shall remove all such also his tools, scaffolding, and surplus debris and materials and shall leave the work room clean or its leftin order and equivalgi--ft. The work shall be good in [ase of dispute Owner may remove the condition. CUntrd-ct�r, debris and charge the cost to the 50 NOTICE OF ACCEPTANCE TO: PHARR & COMPANY 208 PARIS AVENUE LUBBOCK, TEXAS 79418 The City of Lubbock, having considered the proposals submitted and opened on the 21 day of AUGUST 1985 , for work to be done and materials to 68 furnished in and for: as set forth in detail in the Specifications, Plans' and Contract Documents for such work for the City of Lubbock; it appearing that your proposal is fair, equifable and to the best interest of Said City, please take notice that said proposal was accepted by the City Council of the City of Lubbock on the 12 day of SEPTEMBER, 1985 , at the bid price Contained therein, subject to the execution of and furnishing of all contract documents, bonds, certificates of insurance, and all other documents specified and required to be executed and furnished under the contract documents. It will he necessary for you to execute and furnish to the City of Lubbock all such documents within ten (10) days from your receipt of this Notice. The five percent (5%) bid security, submitted with your proposal, will be returned upon the execution of such contract documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such contract documents and bonds within the time limit specified, said bid security will be retained by the City of Lubbock~ CITY OF LUBBOCK Owner's Representative PROJECT MANUAL Alterations to Municipal Building Public Information, Streets & Water- Lubbock, aterLubbock, Texas OWNER City of Lubbock 1625 13th Lubbock, Texas 79401 ARCHITECTS McLartySmithMeyerArchitectsAIA 1919 Broadway Lubbock, Texas 79401 tel: (806) 763-5046 May 20, 1985 COVERSHEET 1 TECHNICAL SpECTFICATlUN� TABLE OF CONTENTS ' 01 - GENERAL REQUIREMENTS 01010 - Summary or of W k 01040 - Project Coordinatzon 01045 - Cutting & Patching 01090 - Definitions and Standards 01310 - Schedules, Reports & Payments ' 01340 - Shop Drawings, ProductData �nd Samples 01505 - Temporary Facilities 01605 - Products & SubstitutionS 01705 - Project Closeout 02 - SITE WORK 02060 - Building Demoiition 03 - 05 - not applicable 06 - WOOD & PLASTIC 06100 - Rough Carpentry not applicable 15 - MECHANICAL 16 - ELECTRICAL END OF TABLE OF CONTENTS TABLE OF CONTENTS 1 / not applicable� DOORS & WINDOWS 08110 - Stee1 Frames 08210 - Wood Doors ` , 08710 - Finish Hardware 09 - FINISHES 09250 - Gypsum D�ywall 0951O _ Acoustic Ceiling= 09650 - Resilient Base 09680 - Carpet 09900 - Paint not applicable 15 - MECHANICAL 16 - ELECTRICAL END OF TABLE OF CONTENTS TABLE OF CONTENTS 1 / 01010 - C0060 ur Mt_ It.J1=4L A. t:. unecal , Me project r't;iame is Fel.. }t_R�= 11C]Ng IgLJ LL1L;C;LJE:1 . 1"!Ultiili..:!:t'ft!__ @Uli._1)1EUt3 located pit . 625 !. _<t�h s;t, , �Lt_tbbock, Texas. Work of the Contract can be summarized by references to the t..:e::nt:.rac't.:, laeneral. Conditions, :: uppiemeP'r.._. terry Conditions, Speci'f'icationSections, Drawings, addenda and modifications to the contr<:act:. documents eats i ssued subsequent to the initial printing of this project manual and including but not necessarily :l.im:i.t.:ea to printed mater•:ial referenced by any of these. It is recognized tl-tat work of they Contract is also .unavoidably affected or influenced lay governing regulations, natural phenomenon including weather- conditions and otter forces o±..tside;? the ?:::ontract', documents. 1.02: : i QV l•'BHC'1 QU UigAF=ARi: UUM t3. Ar__: During the construction period the Contractor shall have use of the premises s 'f'4:: r construction operations, including use of the site. B. Use= Ca . t.hB ,.:7itE:.: Confine Operations .at they site to they are:•'ia"tEi permitted under the Con't'.:rac L. Portions of the site beyond area.; on which work is indicated are not to be disturbed. Conform to si't',e rules and r"eg±_t)..;ti:.:i.t:ans affecting the wor_('•: wni.l e e=ngaged :in project construction. 1. Do not unreasonably encumber the site e with materials or equip- ment. Confine stockpiling of materials and location of :=tor•age-, sheds to the areas indicated. If additional storage_ is neces- sary ec _- sary obtain and pay for such storage off site. 2. Lock automotive I.:,'ypei vehicles, Ouch as passenger cars s +.r'td trucks and other mechanized or motorized construction E?iy±_±ip: - ment, when parked and unattended, so as to prevent unauthorized use. Do not 1 E'a've such vehicles or equipment ur•'rcatt.:reraded with the motor running or the ignition l::eay in place. 1.03: hl_.'1"E'fiF;] :l:C)hic3 r=�h�if� t�t:1t 11�Il.li�1E`�3 F(3hio The work of this Cont.r-Gac t i n-.. c:ludeas coordination of the entire work of the project, - i.ng preparation of general coordination drawings, ±:1iag#^'-,ms and control t :i i:? n, f from beginning o f schedules, a n r.! c� ti f site ±_± t_ i .l :i. 'ti: ra. construction activity through project close-out and warranty periods. 1.04: I. F::ieneira:l : Comply with app:l i. cabi e requirements of Division -1: sections tor" mefchanical provisions within units of general (Division 2-•14) Work. Comply with applicable requirements of Division -its sections for electrical provisions within units of general (Division 2--14) Work. 2. �earvicee �,rarrnee::t.ioi.t<_: Refer to Division -15 and 1_)ivision_.16 sections for the characteristics of the mechanical and e:l.ectr:i- cal services to be connected to units of general work:. Pr'ovide'.'? units manufactured or fabricated for proper connection to and utilization of available serv`ces. Final connection of mechan- ica1 services to `general work is defined as being mechanical work, and final connection of electrical services to general 'work is oefined as electrical work. 3. Comply with applicable provisions of The National Electrical Code (NEC) and standards by National Electrical Manufacturer's Association (NEMA), for electrical components of general work. Provide Underwriters Laboratories listed and labelea products where applicable. The Contract Documents indicate the intended occupancy and utilization of the building and its individual systems and facilities. Com- pliance with governing reulatzons is intended and required for- the orthe work and for the Owner's occupancy and utilization. PART_ (Not applicable). pAR (Not applicable). END OF SECTION 01010 SUMMARv OF THE 01010 - 2 A/ ` 01040 ��PROJE RDlNATION 1. 01: COORDINATioi,4 AND MEET11,,16S. A. : Prepare a written memorandum on required coordination activities. Include such items as required notices, reports and attendance at meetings. Distribute this memorandum to each entity performing work at the project site. Prepare similar memorandum for separate contractors where interfacing of their work is required. B. ��d��ation_Mti: Hold monthly general project coordination meetings at regularly scheduled times convenient for all parties involved. These meetings are in addition to specific meetings held for other purposes, such as regular project meetings and special preinstallation meetings. Request representation at each meeting by every party currently in- volved in coordination or planning for the work of the entire project. Conduct meetings in a manner which will resolve coordination problems. Record results of the meeting aid dis- tribute copies to everyone in attendance and to others affectied by decisions or actions resulting from each meeting. At Con- tractor's option, monthly coordination meetings can be held integrally with monthly progress meetings as specified in section "Schedules, Reportsv Faywents% - 1~02: Q U R V E ECORDS/REPORrS: Working from lines and levels established by the property survey, establish and maintain bench marks and other dependable markers. Establish bench marks and markers to set lines and levels for work at each story of construction and elsewhere as needed to proper 1y locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances Drawings shall not be scaled to determine dimensions. Advise entities performing work, of marked lines and levels provided for their use. 1.03: LIMITATI E~_ E SITE: 'Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. In addition to these limitations and requirements administer allo- cation of available space equitably among entities needing both access and space so as to produce the best overall efficiency in performance of the total work of the project. Schedule deliveries so as to minimize space and time requirements for. storage of materials and equipment on site. PAR TS (Not Applicable). EXECUTION 3.01: ATION_PROVISIONS: A. I��t�ll��.�_I�����tig�_gf_Cg�diti: Require the Installer of each major unit of work to inspect the substrate to receive the work and conditions under which the work is to be performed. PROJECT COORDINATION 01040 - I The Installer shall report all unsatisfactory conditions in writing to the Contractor. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner ac- ceptable to the Installer. B Where installations include manu- factured products, comply with the manufacturer`s applicable instructions and recommendations for installation, to the ex- tent that these instructions and recommendations are more ex- plicit or more stringent than requirements indicated in the contract documents. C. I������t~_������h_it�Ul of materials or equipment immediately prior To installation. Reject damaged and defective items. D. p!:2vidg_2ttvgh[DgUt and connection devices and methods for secu- ring work. Secure work true to line and level, and within recognized industry tolerances. Allow expansion and building movement. Provide uniform Joint width in exposed work. Ar- range joints in exposed work to obtain the best visual effect. Refer questionable visual -effect choices to the Architect/Engi- neer for final decision. E. R ��k�����������t� and dimensions of the work, as an integral step of starting each instal1ation. F. during weather conditions and project status which will ensure the best possible results in coordina- tion with the entire work. Isolate each unit of work from incompatible work as necessary to prevent deterioration. of the work with required inspections and tests, so as to minimize the necessity of uncovering the work for that purpose. ` H. MgLJnti[\�l_H��ightE: Where mounting heights are not indicated, mount individual 'units of work at industry recognized standard mounting heights for the particular application indicated. Refer questionable mounting height choices to the Architect/ --- Engineer for final decision. 3.02: CLEAN ROTECTION: A. GeUMM: During handling and installation of work at the project site, clean and protect work in progress and adjoining work at the basis of continuous maintenance. Apply protective covering on installed work where it is required to ensure freedom from damage or deterioration at time of substantial. completion. Clean and perform maintenance on installed work as frequently as necessary through the remainder of the construc- tion period. Adjust and lubricate operable components to en- sure operability without damaging effects. To the extent possible through reasonable control and protection methods supervise perform- ance pery se per orm- ance of the work-in such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. END OF SECTION 01040 PROJECT COORDINATION 01040 - 2 �` WIMINNL3_��L41� IL 1.01: SCOPE: Provideall toois, equipment, labor and materials toa ,ccomplish the cutting and patching specified herein and shown on the drawings. 1.02: IP EQUIREMENTS: A. Pefi[litign: "Cutting and patching includes cutting into exist- ing construction to provide for the installation -or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition. B. "Cutting and patching" is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed or for other similar purposes. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not consi- dered to be "cutLing and patching" under' this definition. � Drilling of holes to install fasteners and similar operations are also not considered to "cutting and patching". C. R��fer tg�oth��_����ti��� of these specifications for specific cutting and patching requirements and limitations applicable to innzvidual units of work. Requirements of this section apply to mechanical and electrical work. Refer to Division -15 and Division -16 sections for additional requirements and limita- tions on cutting and patching of mechanical and electrical I. QUALITY ASSURANCE: Do not cut and patch struc- tural work in a manner that would result in a reduction of load -carrying capacity or of load -deflection ration. Do not cut and patch ope- rational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life or decreased safety. C. yi2-ual R2gKmM2nA: Do not cut and patch work exposed on the building's exterior or in it's occupied spaces, in a manner that would, in the Architect/Engineer's opinion, result in lessening the building's aesthetic qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Architect/Engineer Lo be cut and patched in a visually unsatisfactory manner. 1.04: SUBMITTALS Where prior ap- proval of cutting and patching is required, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal: CUTTING AND PATCHING 01045 - 1 .%.'' B. Describe nature of the work and howit is to be performed, indicating why cutting and patching cannot be avoided. Des- cribe anticipated results of thework in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements. C. List products to be used and firms that will perform work. D. Give dates when work is expected to be performed. E. List utilities that will be disturbed or otherwise be affected by work, including those that will be relocated and those that will be out~of-service temporarily. Indicate how long utility service will be disrupted. F. Where cutting and patching of structural work invol ves the addition of reinforcement, submit details and engineering cal- culations to show how that reinforcement is integrated with original structure to satisfy requirements. G. :.Approval by the Architect/Engineer to proceed with cutting and patching work does not waive the Architect/Engineer's right to later require complete removal and replacement of work found to be cut and patched in an unsatisfactory manner. pART-2_�_pRODUCTS: Use materials for cutting and patching that are identical to existing materials.If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to Visual effect. Use materials for cutting and pat- ching that will result in equal -or -better performance characte- ristics P�RT_3~-��_EXECUTION ' ' 3.01: I TION: Before cutting, examine the surfaces to be cuL and patched and the conditions under whicn the work is to be per- formed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work. 3.02: PREPARATION: To prevent failure provide temporary sup- port of work to be cut. B. PMgKAion: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather condi- tions for that part of the project that may be exposedduring cutting and patching operations. 1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 2. Take precautions not to cut existing pipe,conduit or duct serving the building but scheduled to be relocated until provi- sions have been made to bypass them. 3.03: PERFORMANCE: ' A. Ggumal: Emp1oy skilled workmen to perform cutting and pat- ching work. Except as otherwise indicated or as approved by the Architect/Engineer, proceed with cutting andpatching at the earliest feasible time and complete work without delay. B. CutQQg: Cut the work using methods that are least likely to CUTTING AND PATCHING 01045 - 2 �/ damage work to be retained or adjoining work. Where possible- review ossiblerev1ew proposed procedures with the original installer; comply with original installer's recommendations, 1. In general, where cutting is required use hand of small power tools designed for sawing or grinding, not hammering and chop- ping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole. Cut holes and slots neatly to size required with minimum dis- turbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. 2. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cut- ting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter. C. pAGhi00: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. 1. Inspect and test patched areas to demonstrate integrity of work. 2. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work� in a manner which will eliminate evidence of patching and re- finishing. 3. Where removal of wails or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new t i space o provide an even surface of uniform color and appearance. If necessary to achieve uniform color-- and o1orand appearance, remove existing floor and wall coverings and replace with new materials. 4. Where patch occurs in a smooth painted surface, extend final paint coar over entire unbroken surface containing patch, after patched area has received primeand base coat. 3.04: CLEANING: Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely point, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is app1ied. Restore damaged pipe covering to its original condition. END OF SECTION 01045 CUTTING AND PATCHING 01045 - 3 A.'. ` A. : This section specifies procedural and administrative requirements for compliance with governing regulations and the codes and standards imposed upon the work. These requirements include the obtaining of permits, licenses, inspections,re- leases and similar documentation, as well as payments, state- ments and similar requirements associated with regulations, codes and standards. B. "Regulations" is defined to include laws, statutes, ordinances and lawful orders issued by governing authorities, as well as those rules, conventions and agreements within the construction industry which ef+ectively control the performance of the work regardless of whether they are lawfully imposed by governing authority or not. Refer to General and Supplementar° Conditions forrequirements related to compliance with gover- ning regulations. 1.02: DEFINITIONS A substantial amount of specification language constitutes`definitions for terms found in other con- tract documents, including the drAwings. (Drawings must be recognized as diagramatzc in nature and not completely descrip- tive of the requirements indicated thereon.) Certain terms used in contract documents are defined in this article. Defi- nitions and explanations of this section are not necessarily either complete or exclusive, but are general for the work to the extent they are not stated more explicitly in another elementof contract documents. B. guirement��: The provisions or requirements of Divi- sion -1 sections apply to entire work of Contract and, where so indicated, to other elements which are included in project. C. I[ldAMM: The term "indicated" is a cross-reference to grap- hic representations, notes or schedules on drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown," "noted," ''scheduled," and "specified" are used in lieu of "indicated," it is for purpose of helping reader locate cross-reference, and no limitation of location is intended except as specifically noted. D. Di���t�dR�g���t�d�-~��t�: Where not otherwise explained, terms such as "directed," "requested," "authorized," "selec- ted," "approved," "required," "accepted," and "permitted" mean "directed by Architect/Engineer," "requested by "ArLhitect/En- gineer," and similar phrases. No such implied meaning will be interpreted to extend the Architect's/Engineer's responsibility into the Contractor's area of construction supervision. E. A[lacgmn Where used in conjunction with Architect's/Engineer's response to submittals, requests, applications, inquiries, reports and claims by Contractor, the meaning of term "ap- DEFINITIONS AND STANDARDS 01090 - 1 L/ ' proved" will be held to limitations of Architect's/Engineer's responsibilities and duties as specified in General and Supple- mentary Conditions In no c w�ll " . ase approval" by (-4rchitect/- Engineer be interpreted as a release of Contractor from respon- sibilitiesto fulfill requirements of contract documents. F. itt-: The term "project site" is defined as the space available to Contractor for performance of the work, either exclusively or in conjunction with other performing other work as part of the project. The extent of project site is shown on the drawings, and may or may not be identical with the descrip- tion of land upon which the project is to be built. G. Funnifgh: Except as otherwise defined in greater detail, term furnish" is used to mean supply And deliver to project site, ready for unloading, unpacking, assembly, installation, etc., as applicable in each instance. H. In ^ . Except as otherwise defined i t =,:=�n greater de ttii, term install" is used to describe op/rations at project site in- cluding unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing protecting, cleaning and simi1ar operations, as applicable. I. PrgMidM: Except as otherwise defined in greater detail, term "provide" means furnish and install, complete and ready for intended use, as applicable in each instance. J. I[lAalAC: The term "installer" is defined as the entity (person or firm) engaged by Contractor, or, its subcontractor or sub -subcontractor fpr performance of a particular unit of work at the project site, including installation, erection, application and similar required operations. It is a general requirement that such entities (installers)be expert in operations they are engaged to perform. The term ''testing laboratory" is defined as an independent entity engaged to perform specific inspections or tests of the work, either at project site or elsewhere; and to report and interpret results of those inspections or tests. A~ Gen���l A[l�li��bilit f : Except to the extent that more explicit or more stringent requirements are written direc- tly into the contract dpcuments, applicable standards of the construction industry have the same force and effect (and are made a part of contract documents by reference) as if copied directly into the contractdocumentsr or as if published copi6s were bound herewith. Refer to other contract documents for- resolution orresolution of overlapping and conflicting requirements which result from the application of several different industry stan- dards to the same unit of work. Refer to individual unit of work sections for indications of which specialized codes and standard the Contractor must keep at the project site, avail- able for reference. B. R��f [l��d stdd�� (referenced directly in contract documents or by governing regulations) have precedence over non -referen- ced standards which are recognized in industry for applicabi- lity to work. are hereby defined to have no parti- cular applicability to the work, except as a general require - DEFINITIONS AND STANDARDS 01090 - 2 �/ ments of whether the work complies with standards recognized in the construction industry. D. Publ Datt2: Except as otherwise indicated~ where com- pliance with an industry standard is required, comply with standard in effect as of date of contract documents. E. Uodtt2d da�dg: At the request of the Architect/Engineer, Contractor or governing authority, submit a change order propo- sal where an applicable industry code or standard has been revised and reissued after tne date of the contract documents and before the performance of the work affected. The Archi- tect/Engineer will decide whether to issue the change order to proceed with the updated standard. F. Cg� t��[ldd: The contract documents require that each entity performing work be experienced in that part of the work being performed. Each entity is also required to be familiar with recognized industry standards applicable to that part of the work. Copies of applicable standards are not bound with the contract documents. 1. Where copies of standards are needed for proper performance of the work, the Contractor is required to obtain such copies directly from the publication source. 2. Although certain copies of standards needed for enforcement of the requirements may be required submittals, the Architect/ - Engineer reserves the right to require the Contractor to iubmit , additional copies of these standards as necessary for enforce- ment of the requirements. 6^ .Abb�������tig��,~��[ld�N: Where acronyms or abbreviations are used in specifications or other contract documents they are defined to mean the induptry recognized name of trade associa- tion, standards generating organization, governing authority or- other rother entity applicable to context of text provision. Refer to "Encyclopedia of Associations," published by Gale Research Co., available in most _ abl libraries. 1.04: The procedure followed by Architect/Engineer has bees -0 -contact governing authorities where necessary to obtain information needed for the purpose of preparing contract documents; recognizing that such information may or may not be of significance in relation to Contractor's responsibilities for performing the work. Contact governing authorities directly for necessary information and decisions having a bearing on performance of the work. � 1^05 SUBMITTALS: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, juris- dictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work. PART-.2_�_PRODUCTS (Not Applicable) PAREXECUTION (Not Applicable) END OF SECTION 01090 DEFINITIONS AND STANDARDS 01090 - 3 n/' 013 ES� l�EPO�TS� P ' P : 1.01: COORDINATION: Coordinate both the listing and timing of re- ports and other activities required by provisions of ti= - and other sections, so as to provide consistency and section coordination between the reports. Maintain coordinati�og logical correlation between separate reports by updating at monthly or shorter time intervals. Make appropriate distribution `" w' on o+ each report and updated report to all ' pa'. � e -- i-- ~^' ^~~`^ including the Architect/Engineer '��x�s n«o�veg in the work provide close coordination and Owner, In particular na on of the progress schedu1e schedule of values, listing of subcontracts, schedule uf 'ubmittals progress reports, and paymenL requests. - ' 1.02: F` - : Submit a bar -chart type progress not more than 7 days after the date established for commencement of the work. On the schedule, indicate a time bar for each major - category or unit of work to be performed at site, properly sequenced and coordinated with other elements of work Show completion of the work sufficiently in advance of the date established for substantial completion of the work.'' B. SU�t[i�PgfE_an S-!ZL�rYe, on the schedule to show the "estimated" total dollar-vol�me of work performed at any date during the Contract Time, with a column of cost figures in the left-- hand margin ranging from zero to Contract Sum ^ - C.Cg�t_C�ig�: Immediately below the date ^ine at the head- ing of the bar -chart provide a two it ^ - , two -item cost correlation line indicating both " � l l' - -�- -- , preca cu ated" and "actual" costs This cost correlation line shall showdolla'r-volume of wokk ^ formed as of same dates used forPer- quests. Refer to subsequent article for cost reporting and Payment procedures. In so far as it is practical to do so use the same units of work in progress schedule as ind^ -cated i'"the ^schedule of values" required by General Condition~ and further specified herein. D. uKgU: Following the initial submittal to and response. - by the Architect/Engineer, print and distribute progress sche- dules to Architect/Engineer (3 copies), Owne- separate con tractors, the principal subcontractors and suppliers or fabri- cators, and others with a need-to-know,r - requirement, post copies i thschedule-compliance `. n e project meeting room and temporary field office. When revisions are madey distribute updated issues to the same entities and post updated issues in the same locations. Delete entities from distribution when a ar they have completed their assigned work and involved in performance of scheduled work. e no longer 1.03: PROGRE ETINGS,_RORTING: In addition to nation and pre -installation meetings for each and other regular project meetings held for hold general progress meeting each month with with preparation of payment request. Require SCHEDULESv REPORTS, PAYMENTS specific coordi- element of work, other purposes, time coordinated each entity then 01310 - 1 n,/. involved in planning, coordination or performance of work to be properly represented at each meeting. Review each enLiLy's present and future needs including interface requirements, ' , sequences, deliveries, access, site utilization, tenzora- ry facilities and services, hours of work, hazard�''and .r�~"` housekeeping, change orders, and documentation of~infor'^�^=' for payment requests. Discuss whether each element of c~~^^"" work is ahead of schedule, on time, or behind schedule current relation with updated progress schedule. Determine how behind -- schedule schedule work will be expedited, and secure commitments entities involved i doing ~from' n o ng so. Discuss whether schedule revi- sions are required to ensure that current work and subsequent work will be completed within ContractTime. Review everything -- of significance which could affect progress of the work. 1.04: S UES: Prepare the schedule of values,- -s re- quired by the General Conditions,i n conJunction with the preparation of the progress schedule. Correlate preparation of schedule of values and progress schedule. Correlate line items with other adminis-trative schedules and forms required for the work, including the progress sche°ule, payment request form, listing of subcontractors, schedule of allowances, schedule of alternates, listing of products anu principal suppliers and fabricators, and schedule of submittals. Provide breakdown of the Contract Sum in Sufficient detail to facilitate continued evaluation of payment requests and progress reports. Break downprincipal subcontract amounts into several line items Round to nearest whole dollar, but with the total equal +^ Contract Sum. ~ 1.05: A~ A2era, : Except as otherwise indicated, the progress payment -.cycle is to be regular. Each application must be consis- tent with previous applications and payments. Certain applica- tions for payment, such as the initial application, the appli- cation at substantial completion, and the final payment appli- cation involve additional requirements. The "date" for each progress pay- ment" is as indicated in Owner -Contractor Agreement or, if none is indicated therein, it is the 1st day of each month. The Period of construction work covered by each payment request is period indicated in Owner-Cpntractor Agreement. C. AMMO[lt~~A[lUMAg[l_FgCMI: AIA Document G702 and Continuation Sheets; available from "Publications, a Division of the- AIA Service Corporation", 1735 New York Ave. N.W., Washington, DC 20006 (also available at most local AIA chapter offices). Except as otherwise indicated, com- plete every entry provided for on the form, including notariza- tion and execution by authorized persons. incomplete applica- tions will be returned by Architect/Engineer without action. Entries must match current data of schedule of values and progress schedule and report. Listing must include amounts of change orders issued prior to last day of the "period of con- struction" covered by application. ' E^ The principal administrative ac - SCHEDULES, REPORTS, PAYMENTS 01310 - 2 �/ tions and submittals which must precede or coincide with submittal of Contractor's first payment application can be summarized as follows, but not necessarily by way of limita- tion: l. Listing of subcontractors and principal suppliers and fabrica- tors. 2. Schedule of values. 3. Progress schedule (preliminary if not final). 4. Performance and/or payment bonds. 5. Evidence satisfactory to Owner tha� Contractor's in=`urance coverages have been secured. F. A��lic�ti sta�tial C letiun: Following is- suance of Architect's or Engineer"s-��-���-final "certificate---of sub- stantial completion," and also in part s applicable to prior certificates on portions of compleLed. workasdesignated' a ^Special" payment applicatipn may be prepared and submittedby Contractor. The principal administrative actions and submit- tals which must proceed or coincide with such special applica- tions can be summarized as follows, but not necessarily by way of limitation: 1. Occupancy permits and similar approvals or certifications by governing authorities and rs's full franchised services, assuring Own �� access and use of completed work 2 Warranties ( ^ . (guarantees), maintenance agreements and similar provisions of contract documents. 3 Test/adjust/balance , ance records, maintenance '" instructions meter readings, start-up performance reports'and similar change -over ' information germane to Owner's occupancy, use, operation maintenance of completed work. �' 4. Final cleaning of the work. 5. Application for reduction (if any) of retainage, �ainage and consent of surety. 6. Listing of Contractor's incomplete work'recognized as excep- tzons to Architect's/Engineer,s certificate of substantial, "`^ G ^ Final P R[lliMio[l: The administrative actions and submittals which must precede or coincide with submittal o" contractor's final Payment application can be summarized a' follows but not = , o necessarily by way of limitation. I. Completion of project closeout requirements. 2. Completion of items specified for completion beyond time of substantial completion (regardless of whether special payment application was previously made). 3. Assurance, satisfactory to Owner, that unsettled claims will b�= settled and that work not actually completed and accepted^ will be completed without undue delay. 4. Transmittal of required project construction records to Owner. 5 Change over f d ~ ` . s*' o door locks and other Contractor's access provi- sions to Ow ner' s property. H 6. Consent of surety for final payment. ~ Submit + executed copies of each payment application, one copy of which is completed with wai- vers of lien and similar attachments. Transmit each copy with a transmittal form listing those attachments, and recording appropriate information related to application in a manner SCHEDULES, REPORTS, PAYMENTS 01310 - 3 acceptable to Architect/Engineer. Transmit to Architect/En— gineer by means ensuring receipt within 24 hours. (NOt Applicable,) P ECUTION (Not Applicable) END OF SECTION 01310 SCHEDULES, REPORTS, PAYMENTS 01310 — 4 �/ 0134 U8MITTALS` ENERAL 1.01: DESCRIPTIQN F�E| TS: A-------- ----- . 11MAl!ROM of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work-related submittals. Individual submittal requirements are Specified in applicable sections for each unit of work.Refer to other Division -1 =ections and other contract documents for requirements of administrative submittals = C ^ . Shg[�_d�� � _include specially -prepared ---d technical data for this project, including drawings di-�-`-s f , diagrams, per ormance curves data sheets, schedules, templ~tes Patterns, - ' ' calcu- lations,instructions=' � , Pa erns, reports, , measurements and similar information not in standard printed form for general application to a D range of similar projects, D. Pc=st_day include standard printed information on materials products and systems; not specia1ly-prepared for this project ' other than the designation of selections from among available�' choices printed therein. E. 92MQlgg include both fabricated and unfabricated physical exam- ples of materials, products and units of work; both as com- plete units and as smaller portions of,units of work; either, for limited visual inspection or for more detailed testing and analysis. F. Mock-ups are a special foym of samples, which are too large or otherwise inconvenient for handling in specified manner for transmittal of sample submittals. related directly to the work include warranties, maintenance agreements, workmanship bonds project photographs, survey data and reports, physical work 'records quality testing and certifying reports, copies of industry standards, record drawings field ' ' , measurement data operating and maintenance materials- ' , overrun stock, and similar informa- tion, devices and materials applicable to the work and not Process ed as shop drawings, product data or samples. ' 1.02: GENE UBMITTAL_REQUIREMENTS: A----- ---- ^ ��h�d�li�Where — . .g^ re appropriate in administrative submittals show principal wo�k-re1ated submittals and time requirement' for coordination of submittal activity with related work � � . Lifting: Prepare a separate lis�' --' �--' �^^~^~" �"'"^ ___ listing, organized by related specification section number sequence, showing principal work- related submittals and their initial submittal dates as re- quired for coordination of the work. C Coordinate preparation and proces- sing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different categories of submittals for o same work, and for interfacing units of work, so that one will not be delayed for D coordination of A/E's review with another. D. Provide permanent marking on each submittal to identify project, date, Cont -actor, subcontractor submittal name and similar information to distinguish it fro' SUBMITTALS other submittals. Show Contracto " s executed review and appro- val marking and provide space for Architect's/Fngineer's "Ac tion" marking. Package each submittal appropriately for tran- smittal and handling Submittals Which r - . are received from sour- ces ,without action". other than through Contractor's office will be returned by A/E 1.03: SPECIFICtCATEGORY STTAL REQUIREMENTS: A. G�����l: Except a�- o-h--w7s--------- _ = u� �r z e inozcated inindividual work sections, comply with requirements specifiedherein for each indicated category of submittal. Provide and process interme- diate submittals, where required between initial and final - similar to initial submittals. ' B. Shg�_D[ayinUy Provide newly -prepared information,with graphic information at accurate scale with ' p Show dimensions and note which name of PreParer indicated, c are based on field measurement Identify materials and products in the work shown. Indicate ^ compliance with standards, and special coordination require- ments. Do not allow shop drawing copies without final "Action" markings by Architect/E i u appropriate ng neer to be used in connection with the work. C. P!ZgdL1ct_DatR: Collect required data into one submittal for each unit of work or system;an d mark each copy to show which ' choices andoptions �are applicable 'to project. Include manufacturer" s standard printed recommesdations for application and use, compliance with standards, application of labels and seals, notation of field measurements which have been checked, and special coordination requirements. Maintain one set product data (for each submittal) at project site availab"` for reference by Architect/Engineer and others ' �� D. Sub��ittyl��: Do not submit product data, or allow its use on the project, until compliance with requirements -f contract docu- ments has been confirmed by Contractor. Submittal is �or information and record, unless otherwise indicated. Initial submittal is final submittal unless returned promptly Arci- tect/Engineer marked with ' '' , w an "Action" which indicates an observed non-compliance. Submit 2 copies, plus 2 additional ' copies where required for maintenance manuals. E. SaM2111: Provide units identical with fin.lcondition of pro- posed materials or products for the work. Include "range" samples (not less than 3 units) where unavoidable variations must be expected and describe or identify'� , variations between units of each' set Provide full t f . se o optional samples where Architect's/Engineer's selection is required. Prepare samples to match Architect's/Engineer's sample where so indicated Include information with each sample to show generic descrip^ tion, source or product name and manufacturer, limitations and compliance with standards. Samples are submitted for review and confirmation of color, pattern, texture and "kind"by = Architect/ Engineer. Architect/Engineer will not "test"'sam ples for compliance with other requirements, which are t.ere- fore the exclusive responsibility of Contractor.'' F ^ Mg�k�U���: Mock-ups and similar l samp es specified in individual work sections recognized as a special type of sample. Comply with requirements for "samples" to greatest extent possible, SUBMITTALS 01340 - 2 ^/ and process transmittal forms to provide a record of a�tivity G. Insoect d_~Tes R��[lg��t�: Classify each ~s either shop ----- ------- = �' op drawing" or "product dat-", depending upon whether report uniquely prepared fpr project or a standard publication-'�� of workmanship control testing at point of production. Wffl:C�� i���: Refer to "Products" section for specific requi'- s on '-specz+zc general .=.==.� warranties, product/workmanship bonds and - maintenance agreements. In addition to Copies desired for Contractor's use, furnish 2 executed copies'except furnish 2 additional copies where required for maintenance manuals I. SI)�t��: Refer to "Procedures" secti ^ _������ __ on for specific general requirements on property surveys'field ld measurements, quantita- tive records of actual work agesur similar data required by individual l wo«evs, photographs and rk sections of these specifications. None of specified copies will be returned K. R���g[�ds gfctu�lWg�k: Furnish 4 copies, one of which will be returned for inclusion in "Record Documents" as specified in "Closeout" section. L. WMAM: Where copy submittal is indicated, submit a single copy for Architect's/Engineer's use Wh . ere workmanship at project site and elsewhere is governed by standard, furnish additional copies to fabricators, installers and others in- volved in performance of the work. M. Clg���g�t Sub�ittal�: Refer to individual work sections and to ^Closeout" sections for specific requirements on submittal of closeout information, materials, tools and similar items. - = N. R�����[�d_DgSUM��[lt_CgRi_11: Furnish one set.- ------ -^ ^'~^ Furnish 2 bound copies Refer to individual work sections for required quantities of spare par+s extra d - , an overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted. U Provide additional distribution of sub- mittals to subcontractors, suppliers, fabricators, installer-, governing authorities and others as necessary for proper per-- +ormance of the work. Include such additional copies in trans- mittal to Architect/Engineer where required to receive "Action" ~ marking before final distribution. Record distributions n transmittal forms. 1.04: ACTION O MI A�S: Al.--- ` �� �t�s/Es A�tig�: Where action and return is re- quired or requested, Architect/Engineer will review each sub- mittal, mark with "Action", and where possible return within 2 weeks of receipt. Where submittal must be held for coordina- tion, Contractor will be so advised B-^ by A/E without delay, ^A0igU_tMR. Architect's/Engineer"s action stamp, for use on submittals to be returned to Contractor, is self-explanatory as marked. END OF SECTION 01340 SUBMITTALS O150 FAC1LlT1E6 ` ' 1.01: DESCRIPTI REQUIREMENTS: Specific administrative and pro- cedural minimum actions are specified in this extensions of provision i = s section, as tract documents These n beneral Conditions and other con- tract ese requirements have been included for special purposes as indicated. Nothing in this section is intended to limit types and amounts of temporary work required and no omission from this section will be recognized as an ' indication by Architect or Engineer that such temporary acti vity is not required for successful completion of the work and - compliance with requirements of contract documents Provisions of this section are applicable Lo but not b ^ limita- tion, utility services, construction y wa on faci1itiy of tection provisions, and support �ailities, es, security/pro- 1 02^ In addition to compliancewith regulations and rules/recommendations of franchisedgo«erning ut^licy companies, comply with specific requirements e'ts �-^�''^~~" ,=mc,n znuzcated and with applicable industry standards � ' -- r s or construction work. 1.03: JOB_CONDITIONS: A. G@[l9Egl: Establish and initiate use of each . b1 / remporary facility at time first reasonably y requzred for proper performance of the . n work 7ermiat e use and remove facilities at earliest reason- able time, when no longer needed or when permanent facilities have, with authorized use, replaced the need BB ` . Install, � t '�--- - , opera e, maz ntai n and protect tem- porary facilities in a manner and at locations which will be safe, non -hazardous, sanitary and protective of persons and Property, and free of deleterious effects. PART 2~_ S (not applicable). PA XECUTION ' 3.01: TEMPORARY UTILITY SERVICES: *^ Tht-'_t]/P2w of services required include,but not b water, se 'o y way of limitation, , sewerage, surface drainage, electrical power and telephones. Where possible and reasonable, connect to existing franchised utilities for required services; and comply with service compahies' recommendations on materials and methods, or engage service companies to install services Locate and relocate services to minimize interference wit'�, construction operations. B Provide service with ground -fault circuit interrupter features, activated from each circuit of 207amp or less rating. 3.02: T ARY CONS I CILITIEs: A�----- -------- - ^ 'L[l��~I�l![l��� of temporary construction facilities required in- clude, but not by way of limitation, water distribution, drain- age, dewatering equipment, enclosure of work, heat, ventila- TEMPORARY FACILITIES 01505 - 1 A/ tion' electrical pcers x� di trib tiesstairs, la � d ution, lighting, hoisting faci1i_ , = , u"�rs , an roads. Provide facilities reason- ably required to f o B El��t[i l p perform construction operations properly, . _- ����___g���: Provide weatherproof, grounded power distri bution system sufficient t ' - requiring power, use of lower accommodate constructionoperations_ lighting and 's ot power tooIs, electrical heating, ' start-up esLzng of permanent electric -powered equipment prior to' its permanent connection to electrical system. Provide overload protection. Locate multiple outlets (not less than 4 -gang) at each story of constructionspaced so that entire area of construction can be reached by ' ,ower tools on a single extension cord of 100' Maximum length. Supply power for electric welding from either temporary power distri- bution system or by engine-drivpn power -generator sets. C. Lighting: Provide` sufficient temporary lighting tensure proper workmanship everywhere. Provide general lighting with local switching which will enable energy conservation during periods of varying activity. Provide uniformly spaced general ' lighting equivalent to not less than one 200 -watt incandes- cent lamp per 1000 sq, ft. of fl.or area, and one100-watt lamp per 50' of corridor and per flight of stairs. 3.03: SECUR OTECTION~, ROVlSIONS: H. ThRM of temporary-se-ur�tyand protection provi�~^�ons re- quired include, but not by way of limitation, -firere ptection barricades, warning signs/lights, site enclosure f n'c~ e' sid- ' walk bridges, building eclosure/lockup, watchman service, personnel security program, environmental protection a-' similar provisions intended to minimize property losses, personal injuries ~- ~' and clazms for dam t � . �_ _- ^ages a project site. Provide security/protection services and sysc-ms in coordina tion with activities and in amanner to achieve - 24-hour, 7 -day - per -week effectiveness. B. FAM~E»t iahtng: Provide types, sizes, numbers and locations as would b early stag*,sereasonablyeffective in extinguishing fires during , by Personnel at project site. Prove Type A extinguishers at locations of low -potential for either electri- cal or grease -oil -flammable liquids fires; provide Type ABC a dr/ � chemical extinguishers at other locations; comply with recom- mendations of NFPA No. 10. Post warning and quick -instructions at each extinguisher location, and instruct personnel at pro- ject site, at time of their first arrival, on proper use of extinguishers and other available facilities at project site Post local fire department call number on each telephone ^ instrument at proJect site, 3.04: T Y SUPp ILITIES: of temporary - -----rt facilities required include, but not by way of limitation, field offices, storage sheds, fabri- cation sheds, sanitary facilities, drinking water, first aid facilities, bulletin board, private and public telephones, Clocks, thermometer, project identification signs, clean-up facilities, waste disposal service, rodent/pest control and similar miscellaneous general services, all as may be reason- ably required for proficient performance of the work and accom- TEMPORARY FACILITIES 01505 - 2 �/ modation of personnel at the site including Owner's and Archi- tect's/ Engineer^s personnel. Discontinue and remove temporary facilities, and make incidental similar use of perma- nent nent work of the project, only when and in mannerauthorized/ - Architect/ Engineer; and, if not otherwise -i 'b� nozcated im mediately before time otherwise ^ ' - e ore me of substantial completion. Locate tem- porary support facilities for convenience of u ~�~^ =' minimum interference with construction activities, and for B � . D�inkz ^ Provide water ��- ---`^^^~ ^ locationscoolers, for personnel at project site. Furnish paper cups and waste receptacles. END OF SECTION 01505 TEMPORARY FAC1LITIES 01505 V1605 ��PROD ` SUBSTITUTIONS 1.01: DESCRIP QUIRE : A--------- . ����i"Products" is defined- �o include purchased it for incorporation into the work ems cally purchased for project ' regardless of whether specifi_ duc�taken from Contractor's stock of Previously purchased products. "Materials," is defined as pro- ducts which must be substantially finished, refined or otherwise cut'shaPed, worked, mixed, _~== fab,ic"nteo, processed installed or applied to form units of work. "Equipment" is 'efined products with operational parts, regardless of whetheras motor- ized or manually operated and ti ~' c wi�h service' particularly including products intended to connections. Definitions in this paragraph are not to negate the meaning of other terms used in contract documents, including "specialties "finishes," "accessories "furnishings,"'systems'" "structure," " and similar terms, "special construc- tion," erms, which are self-explanatory and have recognized meanings in the construction industry. B. SL�b�tituti����: The requirements for substitutions d ____ o not apply Vo specified Contractor options -� u pP y methods Revision t^on products and construction Owner, methods. t s o contract documents, where requested by , Architect or Engineer, are "changes" not "substitu- tions." Contractor's determination of and compliance with governing regulations and orders issued by governing authori- ties do not constitute "substitutions;" and do not constitute basis for change orders. Contractor's requests for changes a products, materials amethods of construction in .d contract documents '' c on required by are considered requests for "substitutions " and are subject to requirements hereof. ' 1.02: A .., Sgurce�___11g-I--`g-Q- ^ For each unit of work provide products materials or equipment of a singular generic kind and from ' single source. a B ` ^ CgTRAibilitY~gf Oo+ig[lM: Where more than one choice is avai- lable as Options for Contractor's selectionf '' - material sele t o a product or , c an option which is compatible with other products and materials already selected. Total compatibility among options is not assured by limitations within contract documents, but must be provided by Contractor. Compatibility is a basic general requirement of product/material selections. 1.03: PRODUC ERyZS ��HANDLING: G�Qq��l^ Deliver, handle , nano�e an� store products in d �__ accordance with manufacturer's recommendations d Products ^'' " will prevent damage deteriorations �y methods and means which Control delivery ' and loss including theft, e very schedules to minimize long-term storage of products at site and overcrowding of construction spaces In Particular, provide delivery/installation coordination to^ en- sure minimum holding or storage times for products recognized to be flammable, hazardous, easily damaged or sensitive to deterioration, theft and other sources of los'. PRODUCTS AND SUBSTITUTIONS - 01605 - 1 ^/' 1.04: Warranties on the work are in several categories, including those o+ General Conditions and including (but not necessarily limited +o) the following ' specific categories related to individual units of work speci fied in sections of Divisions 2 through 16 of these specifica- tions: A warranty specifically written and signed by Contractor f -r a defined portion of the work; and, where required, countersigned by subcontractor, installer, manufacturer or other entity engaged by Contractor. ' 2^ S[l���ifi�d P[gdt Wa����[2 A warranty which is required ^y / contract documents, to re provided for a manufacturedproduct" i - incorporated into the work; regardless of whether -manufacturer-- hasmanufactured published a similar warranty without regard fspecific incorporation of product into the work h ~ ~' �^ ` , or as written and executed a special project warranty as a direct result of contract document requirements. - A warranty which is not specifi- cally required by coot -act documents (other than as specified in this Section); but which is available on a product incorpo- rated into the work, by virtue of the fact that manufacturer of product has published warranty inconnection with purchases and uses of product without regard for specific applications except as otherwise limited by terms of warranty. B . "MC_to_ UdiAYMAMMgM of Division- 2 through 16 fir the ar determination of units of work which speci- fically or indivi'dua ll c e required to be y warranted, and for the specific re- quirements and terms of those warranties (or guarantees). It is recognized that specific warranties are intended primarily to protect Owner against failure of the work to perform as required, and against deficient, defective and faulty materia1s and workmanship, regardless of source. Except as otherwise indicated, specific warranties do not cover failures in the work which result from: 1) Unusual and abnormal phenomena of the elements 2> The Owner' -- �^ , s misuse, maltreatment or improper maintenance of the work, 3) Vandalism after time of substantial completion, or 4> Insurrection -- -r acts of aggres- sion including war. D. R��l�t�d_Dd_Lg����: In connection with Contractor's correction of warranted work which has failed, remove and replace. other work of project which has been dama�ed as a result of such failure, or must be removed and replaced to ework. provide access for correction of warranted , E. R�i��t�tWa��[����t�_p��igd: Whe /--o-covered by a spe- cial project warranty or product warranty has failed and has been corrected by replacement or restoration, reinstate war- ranty by written endorsement for the following time period starting on date of acceptance of replaced or restored work. ' A period of time equal to original warranty period of time. ^ F. R���lt Cg�t� Oblig��tig��� Costs of r' period -- -' ---� f ili -- - - ^ replacing or restoring a ng warranted units or products is Contractor's obligation without regard for whether Owner Fas already benefited from use through a portion of anticipated useful servicelives. � G^ O` ner reserves the -ito reject PRODUCTS. AND SUBSTITUTIONS 01605 - 2 A.- coincidentald � pro uc warranties submitted by Contractor, which in opinion of Owner tend to detract from or confuse interpreta- tion of requirements of contract documents. H. lic»aLions^ Do not h ���__�_____ . o purc ase, subcon- tract for or allow others to - - '' , purchase or sub -subcontract for materials or units of work for 'project where a special project warranty, specified product warranty, certification or similar - commitment is required, until it has been determined that entities required to countersign such commitments are willing to do so. I Where a special project warranty (guarantee) or specified'produ.t warranty is required, prepare a written document to contain terms and appropriate identifica- tion, ready for execution by required parties. Submit draft to Owner (through Architect/Engineer) for approval rior to final executions. - , EABI_�Lz PRODUCTS 2.01: GENER ODUC COMPLIANCES: A-------------- --- wCA The compliance requirements, for individual products as indicated in contract documents, Me multiple in nature and may include generic, descriptive, proprietary, performance, prescriptive,compliance with standardly compliance with codes' conformance with graphic details and other similar forms and methods of indicating requirements, all of which must be com- plied plied with. B ' . P�g� SelectiUg_��gductE: Contractor's options for se1ecting products are `Iimit�e�d by contract document require- ments, and governing regulations, and are not controlled by industry traditions or procedures experienced by Contractor on previous construction projects. Required procedures include, but are not necessarily limited to, the following for various C indicated methods of specifying: C. Provide product indicated. Provide one of he named products. Exclude products which do not comply w�th requirements. - E " . _9n_EgMal°: Where named products in specifications text are accompanied by the term "or equal," or other language of simi- lar effect, comply with those contract document provisions concerning "substitutions" for obtaini ig Architect`s/Engineer's approval to provide an unnamed product. F. "L42 -MQ", is defined to mean manufacturer's name for product, as recorded in published product literature, of latest issue as of date of contract documents. Refer requests to use products of a later (or earlier) model to Architect/Engineer for accep- G tance before proceeding. ^ St��d��d��_Cgd�����d�R�] ig��: Where only compliance with an imposed standard, cbde or regulation is required, selection from among products which comply with require� ents including those standards, codes and regulations,isContractor's option. H. P��fg[���RiProvide products which comply with specific performances indicated, and which are recommended by manufacturer (in published product literature or by individual PRODUCTS AND SUBSTITUTIONS 01605 - 3 �/ certification) for application indicated. Overall performance of a product is implied where pruduct is specified with only certain specific performances requirements. provide products which have been produced in accordance with prescriptive requirements, using specified ingredients and components, and complying with speci- fied requirements for mixing, fabricating, curing, finishing, testing and similar operations in manufacturing process. Where matching with an established sample is required, final judgement of whether a product proposed by Contractor matches sample satisfactorily is Architect's judge- ment. K. yi2Lt21SeleQion: Where specified product requirements include "...as selected from manufacturer's standard colors, patterns, textures..." or words of similar effect, the selection of manufacturer and basic product (complying withrequirements) is Contractor's option, and subsequent selection of color, pattern and texture is Architect's selection. Where specified product requirements include "...as selected from standard colors, patterns, textures available within the industry...", or words to that effect, 'selection of product (complyingwith require- ments) is Architect,sselection, including designation of manu- facturer where necessary to obLain desiredcolor, pattern or 2.O2: : ------------ A. tions: Contractor's, request for substitution will be received and considered when extensive revisions to contract documents are not required and changes are in keeping with general intent of contract documents; when timely, fullydocu- mented and properly submitted; apd when one or more of +o1 - lowing conditions is satisfied' all as judged by Architect/ Engineer. Otherwise, requests will be returned without action except to record non-compliance with these requirements. 1. Where request is directly related to an "or equal" clause or other language of same effect in contract documents. 2. Where required product, material or method cannot be provided within Contract Time, but not as a result of Contractor's failure to pursue the work promptly or to coordinate various activities properly. 3. Where required product, material or method cannot be provided in a manner which is compatible with other materials of the work, or cannot be properly coordinated therewith, or cannot be warranted as required, or cannot be used without adversely affecting Owner's insurance coverage on completed work, or will encounter other substantial non -compliances which are not pos- sible to otherwise overcome except by making requested substi- tution, which Contractor thereby certifies to overcome such non -compatibility, non -coordination, non -warranty, non -insura- bility or other non-compliance as claimed. 4. Where required product, material or method cannot receive re- quired approval by a governing authority, and requested sub- stitution can be so approved. 5. Where substantial advantage is offered Owner, in terms of cost, time, energy conservation or other valuable considerations, PRODUCTS AND SUBSTITUTIONS 01605 - 4 after deducting offsetting responsibilities Owner may be re- quired to bear, including additional compensation to Archi- tect/Engineer for redesign and evaluation services, increased cost of other work by Owner or separate contractors, and simi- lar considerations. B. Work -Re i�tal�: Contractor's submittal of, and Archi- tect's/Engineer,s acceptance of, shop drawings, product data or samples which relate to work not complying with requirements of contract documents does not constitute , an acceptable and valid request for a substitution, nor approval thereof. 2.03: GENE EQUIREMENTS: A- . C -i t[lt. L!21 : Provide products which comply with r .-u��ements, and which are undamaged and unused at time of installation, and which are complete with accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for intended use and effect. B. _ ACgMAM^available, Where provide standard products of types which have been produced and used previously and successfully on other projects and in similar applications. Where additional amounts '� of a product~ by nature of its application, are likely to be needed by Owner at a later date for maintenance and repair or replacement �work, provide a standard, domestically produced product which is likely to be available to Owner at such later date. D~ NMMMAIM: Except as otherwise indicated for requiredappro- val labels, and operating data, do not permanently attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view either in occupied spaces or on exterior of the work. E. AMM: Locate required labels and stamps on a concealed surface or, where required for observation after installation, on an accessible surface which, in occupied spaces, is not conspicuous. p cuous. , F. Eg� �olate�: Provide permanent nameplate late on each item of service -connected or power operated equipment. Indicate manufacturer, product name, model number, serial number, capa- city, speed, ratings and similar essential operating data. Locate nameplates on an easily accessed surface which, in occupied spaces, is not conspicuous. PART EXECLTT"IbN (not applicable) END OF SECTION 016050 PRODUCTS AND SUBSTITUTIONS 01605 - 5 �/ 1.01: DESCRIPTION�OF REQU�REMEN S: . Defi[liti9n2: Closeout is hereby defined to inclvde general requirements near end of Contract Time, in preparation for final acceptance, final payment, normal termination of con- tract, occupancy by Owner and similar actions evidencing com- pletion of the work. Specific requirements for individual units of work are specified in sections of Division 2 through 16. Time of closeout is directly related to "Substantial Completion", and therefore may be either a single time period for entire work or a series of time periods for individual parts of the work which have been certified as substantially complete at different dates. That time variation shall be applicable to other provisions of this section. 1.O2: PREREQUISITES TOLggQgIQNTIAL COM AWAY A. GgQ2!Za1: Prior to requesting Architect's/Engineer's inspection for certification of substantial completion (for either entire work or portions thereof), complete the following and list known exceptions in request: eques . 1. In progress payment request, coincident with or first following date claimed, show either 100% completion for portion of work claimed as "substantially complete", or list incomplete items, value'of incompletion,`and reasonsfor being incomplete. 2. Inc1ude supporting documentation for completion as indicated in these contract documents. 3. Submit statement showing accounting of changes to the Contract Sum. 4. Advise Owner of pending insurance change -over requirements. 5. Submit specific warranties workmanship/maintenance� , bonds, maintenance agreements, final certifications and similar docu- ments. 6. Obtain and submit releases enabling Owner's full and unrestric- ted use of the .work and access to services and utilities, includihg occupancy permits, operating certificates, and simi- lar releases. 7. Submit record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar final record infbrmation. 8. Deliver tools, spare parts, extra stocks of 'materials and similar physical items to Owner. ' 9. Make final change -over of locks and transmit keys to Owner, and advise Owner's personnel ofchan'e-over in security provisions. 10. Complete start-up testing of systems, and instructions of Owner's operating/maintenance personnel. Discontinue (or change over) and remove from project site temporary facilities and services, along with construction tools and facilities, mock- ups, and similar elements. 11. Complete final cleaning up requirements, including touch-up of painting of marred surfaces. 12. Touch-up and otherwise repair and restore marred exposed finishes. PROJECT CLOSEOUT, 01705 - I nn Upon receipt of Contractor's request, /quest, e Architect/Engineer will either proceed with inspection or ad- vise Contractor of prerequisites not fulfilled. Following initial inspection, Architect/Engineer will either prepare certificate of substantial completion,--- o/ r Contractor of work which must be performed prior to issuanceof certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial "punch -list" for final acceptance. PRER - N: A- -----------C�== . G��[l����l: Prior to requesting Arch itect's/Eng ineer's final inspection for certification of final acceptance and final payment, as required by General Conditions, complete the fol- lowing and list known exceptions in request: 1. Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. ` 2. Submit updated final statement, accounting for additional changes to Contract Sum. 3. Submit certified copy of Architect's/Engineer's final punch - list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance endorsed and dated b Architect/Engineer. , y 4. Submit final meter readings for utilities, measured record of stored fuel, and similar data as of time of substantial comple- tion or when Owner took possession ` of and responsibility for corresponding elements of the work. 5. Submit consent of surety. 6. Submit final liquidated damages settlement statement, accept- able to Owner. 7. Revise and submit evidence of final, continuing insurance coverage complying with insurance requirements. Upon receipt of Contractor's notice that the work has been completed, including punch -list items resulting from earlier inspections, and excepting incomplete ` items delayed because of acceptable circumstances, Arc bitect/- Engineer will reinspect the work. Upon completion of einspec- tic�n, Architect/ Engineer will either - � er prepare certificate of final acceptanceor advise d ise on C t ractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. 1. 04: RECORD_DOCUUE01 SUBMITTALS: * . Ljmmul: Specific requirements for record documents are indi- cated in individual section f these s o specifications. Other requirements are indicated in General Conditions. General submittal requirements are indicated in "Submittals" sections. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire -resistive loca- tion; provide access to record documents for Architect's/Engi- neer's reference during normal working hours~ B. R2ggQ_DU2Vi[lgx: Maintain a white -print set (blue -line or Rack- line) of contract drawings and shop drawings in clean, PROJECT CLOSEOUT 01705 - 2 �/' undamaged condition, with mark-up of actual installations which vary substantially from the work as originally shown Mark whichever drawing is most capable of showing "field" condition " fully and accurately; however, where shop drawings are used for - mark -up, record cross-reference a corresponding location working drawings. Mark with red erasable pencil and"" "" whe feasible, use other colors to distin'uish between varia'ions '�� separate categories of work. Mark-up Ma k - ` ^'' up new information which is recognized to be of importance to Ownery but was for some reason not shown on either contract drawings or shop drawings Give particular attention to concealed work, which would would be ^ difficult to measure and record at a later date. Note related " change -order numbers where applicable. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titl- ~`es, dates and her identifica tion on cover of each set. - Maintain one copy of specifications � including ��ddenda, change orders and similar modification' issued in printed form during constructions and mark-up varia� tions (of substance) in actual work in comparison with text of and modifications as issued. Give particular attention to substitutions, selection of options and similar information ' ` ' on on work where it is concealed � - ------ --_ or cannot otherwise be readily discerned at a laterdate -----~ Note' related record drawing infomn�ynddirect tobservation�. information a product data where applicable. Upon completion of k - ^ ' Engineer for Owner's records. mar -up, submit to Architect/_ D . BOSgrd_p�gd��t D��t��: Maintain o subm--ta� -~- - One coPy of each product data submittal, and mark-up significant variations in actual work in comparison with submitted information. Include both variations in product as delivered to site and variations ~f � _ , ns rom manufac- turer's instructions and � - --`^~ ' - recommendations for installation Give particular attention to concealed products and portions or ^ the work which cannot otherwise be readily discerned at late' date bay direct observation. on. Note related change orders and mark-up of record drawings and specifications. Upon completion of mark-up, submit complete set to Architect/ Engineer for Owner's records. E. _ R �&g0_AmaK_SUbMittA: Immediately prior to date(s) of sub- stantial compIetion, Architect/Engineer (and including Owner's Yersonnel where desired) will meet with Contractor at site and will determine which (if any) of submitted samples maintained by Contractor during progress of the work are to be transmit - .ted to Owner for record purposes. Comply with Architec='s/- Engineer's instructions for packaging, identification marking, and delivery to Owner's sample storage space. " ° F~ ^ Organ�ze maintenance-and-operating~--- informati i -- ^ manual on into suitable sets of manageable size and bind n into individual binders ' ers proper1y identified and indexed (thumb - tabbed) . Include emergency instructions, spareparts listing, copies of warranties, wiring diagrams, recommended "turn- around'' cycles, inspection procedures, shop drawingsproduct data, and similar applicable information. Bind each manual of each set in a heavy-duty 2", 3 -ring vinyl -covered bin"er and include pocket folders for folded sheet informatio. ' Mark PROJECT CLOSEOUT 01705 - 3 �/ ` ' identification on both front and spine of each binder. ` PAR DUCTS (not applicable) ' 3_�_EXECUTI�N 3.01: C URES: Gene Arrange for each installer of work requiring continuing maintenance or opera- tion, to meet with Owner's personnel, at project site, to provide basic instructions needed for proper operation and maintenance of entire work. Include instructions by m�.-/u+ac turer's representatives where installers are not expert�'h the required procedures. : Review maintenance manuals, record docu- mentation, tools, spare parts and materials, lubricants, fuels, identification system, control sequences, hazards, cleaning and similar procedures and facilities. For operational equipment, demonstrate start-up, shut -down, emergency operations, noise and vibration adjustments, safety, economy/efficiency adjust- ments, energy effectiveness, und similar operations. Re�iew maintenance and operations inl ti with re a on w applicable warran- tiesr agreements to maintain, bonds, and similar continuing 3.02: FINAL _CL : A. GeEtEp1: Special cleaning for specific units of work is speci- fied in sections of Divisions 2 through 16. General cleaning during progress of work is specified in General Conditions and as temporary services in "Temporary Facilities" section of this Division. Provide final cleaning of the worky at time inoi- cated, consisting of cleaning each surface or unit of work to normal "clean" condition expected for a first-class building cleaning and maintenance program. Comply with manufacturer's instructions for cleaning operations. The following are exam- ples, but not by way of limitation, of cleaning levels re- quired: ' 1. Remove labels which are not required as permanent labels. 2. Clean transparent materials, including mirrors and window/door glass, to a polished condition, removing substances which are noticable as vision -obscuring materials. Replace broken glass and damaged transparent materials. 3. Clean exposed exterior and interior hard -surfaced finishes, to ' a dirt -free condition, free of gust, stains, films and similar noticable distracting substances. Except as otherwise indi- cated, avoid disturbance of natural weathering of exterior surfaces. Restore reflective surfaces to original reflective condition. 4. Wipe surfaces of mechanical and electrical equipment clean, including elevator equipment and similar equipment; remove excess lubrication and other substances. 5. Remove debris and surface dust from limited -access spaces in- cluding roofs, plenums, shafts, trenches, equipment vaults, manholes, attics and similar spaces. ' 6. Clean concrete floors in non -occupied spaces broom clean. 7. Vacuum clean carpeted surfaces and similar soft surfaces. 8 Clean plumbing fixture it . s t o a sanitary conditzon, free of stains including those resulting from waLer exposure. 9. Clean food service equipment tu a condition of sanitation ready and acceptable for intended food service use. ' 10. Clean light fixtures and lamps so as to function with full efficiency. 11. Clean project site (yard and grounds), including landscape development areas, of litter ano foreign substances. Sweep Paved areas to a broom -clean condition; remove stains, Petro- chemical spills and oUher +oreign deposiLs. Rake grounds which are neither planted nor paved, to a smooth, even-textureo surface. 8. ReLDgval of p[_��t��tio�� Reo�ove temporary Protection devices and +aci1itzes which wereinstalled during course of the Work to protect previously completed work during remainder of consLruc- tion period. 1. Comply with safety standards and governing regulations for cleaning operations. Do nutburn waste materials at site, or, bury debris or excess materials on Uwner's property, or dis- charge volatile or other harmful or dangerous materials into drainage systems; remove waste materials from site and dispose Of in a lawful manner. 2. Where extra materials of value remainihg after completion of associated work have become Dwner's property, dispose of the�e to Owner'sbest advantage ay directed. END OF SECTION 01705 PROJECT CLOSEOUT 01705 - 5 %/ O ILDlNG�DEMOLlTD]� 1.01: SCOPE: Provide all tools, lauor, materials and equipment to do the demolition shown on the drawings and specified herein. 1.02: JOB CO ONS: A. Occuaaagy: The building adjacent to the demolition will remain in use. All surfaces sha11 be protected during the progress of the work. B. EL, plg2iiyty Use of explosives will not be permitted. 1. Conduct demolition operations an/1 removal of debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. 2. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. D. pCgMtigUM: Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, other facilities, and persons. E. : Promptly repair damages caused to adjacent facilities by demolition operations at no cost to Owner. F. Utilitv Servi����: 1. Maintain existing utilities to remain, keep in service, and protect against damage during demolition operations. 2. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. EQEI_I_Z PRODUCTS (not applicable) PART 3_� E ION 3.01: DEMOLITION: A^ Pol'Lit i�E: 1. Use temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environ- mental protection. 2. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations, as directed by Architect or governing authorities. Return adjacent areas to condition existing prior to start of work. B. Remove existing partitions, systems, doors and frames as indicated. 3.02: SALVAGE: A.EtMgyt and salvage undamaged all prefinished vinyl clad gypsum board, aluminum frames, doors, hardware and other `systems' components incorporated into the existing building. BUILDING DEMOLITION 02060 - 1 �/ B.7�l�CG for rause in this project_ as directed.by the Li't:,y of Lubbock. G. Salyat; alie materials belong to The owner. Place in staor. a! e a 4ireated. Materials I...iot wali+..t•?d i:.i'y the OwilF'.r shall be,disposed of as directed herein. 3.02: . 02: Li T �F'C')SF�L Uf� S:��MtiL... a::tel l� I? t�l��..1..►=.i�.:l: r�1.._ ------- 1. I7EfYove from site {:ebr"i.s, rL:i:::,l::ish, <5tt'd i::itt"ie'r'r materials not salVEtCJable resulting :f:r.t_.m i:1t:?i'folitiC:n operations. 2. Burning of removed materials from structures will not: be permitted on site. L3. I`temc�Val 1. Transport materials r"efli::ived from Cfi~)moli.4at"iF.:d Structures and dispose of off site, in @3n approved sanitary land fill operation. 2. Contractor shall pisI'.;'' t:.h{iia costs of all transportation and disposal fees required. #•..1u (::iF SI: CT.T.0INI ():;;:'.(ibc:i :[ 41J T 1....i);I: ►�IC7C�2(::)6 - 2 NERAL 1.01: SUBM S: Submit manufacturer's specifications and installa- tion instructions for materials. 1.02: P DLING: Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet sur- faces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar material stacks. 1.03: PROJEC DITIONS: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar suppprts to allow attachment of other work. PART_2_=_EB ODUCTS 2^01: LUMBERu�_GENERAL: A. Manufacture lumber to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Stan- dards Committee's (ALSO) Board of Review. Factory -mark each piece of lumber with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. C^NSmQ0QMjZ00 are indicated, except as shown by detail dimen- sions. Provide actual sizes as required by PS 20, for moisture content specified for each use. D. P��[��id��-.d������d~l��b��, S4S. E. P�����id��~���l���[l�d_l��b��� with 19% maximum moisture content at time of dressing shipment for sizes 2" or less in nominal thickness. F. p�g�id�_l��b�� with 15% maximum moisture content at time of dressing and shipment for sizes 2" or less in nominal thick- ness. 2.02: DIMENGION_L : For light framing provide "Stud" or ^Stan- dard" grade lumber for stud +raming (2^ to 4" thick, 2" to 6" wide, 10, and shorter) and "Standard" grade for other light framing (2" to 4" thick, 2" to 4" wide), any species. 2.03: MISCELLANEOUS LUMBER A. QgyiQ wood for support or attachment of other work including cant strips, bucks, nailers, blocking, furring, grounds, strip-- ping and similar members. Provide lumber of sizes indicated, � worked into shapes shown. B. OW -92020: 15% maximum for lumber receive wood preservative treatment. C. G!:!��dg: Construction Grade light framing species or board size lumber as required. items not specified size lumber of any No. 3 Common or ROUGH CARPENTRY 06100 - 1 n/ Standard grade noards per, WCLIB or WWPA rules or No. 3 boards per SPIB rules. 2,04: M OmS_M__ERIALS: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recom- mended nails. Where rough carpentry work is exposed to weat- her, in ground contact, or in area of high relative humidity, provide fasteners and anchbrages with a hot -dip zinc coating (ASTM A 153). P 3.01: INSTALL TI NE with defects which might impair quality of work, and uniLs which are too small to use in fabri- cating work with minimum joints or optimum joint arrangement. B. S��t_������[lt��_�o�k to required levels and lines, with members plumb and true to line and cut and fitted. C. S������el�_�tta��h������t��_����k to substrate by anchoring and fastening as shown And as required by recognized standards. Countersink nail heads on exposed carpentry work and fill holes. Use common wire nails. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be emposed- to view or will receive finish materials. Make Light connections between members. Install fasteners without splitting of wood; predrill as re - 3.()2: �_N KI ND SLEEPERS: A. and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Co- ordinate location with other work involved. B^ Att��h~tg_��b�t��t��� as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless other- wise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before con- crete placement. END OF SECTION 06100 ROUGH CARPENTRY 06106 - 2 ^/ pAFO� L 1.01: QUALITY AS CE: Provide frames complying with Steel' Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SD1-100) and as herein specified. 1.02: SUBMITTALS: A. p : Submit manufacturer's technical product data substantiating that progucts comply with requirements. B. ShoOl}rWOgM: Submit for fabrication and installation of steel frames. Include details of each frame type, elevations, types, conditions at openings, details of construction, loca- tion and installation requirements of finish hardware and rein- forcements, and details of joints and connections. Show ancho- rage and accessory items. 1. Provide schedule of frames using same reference numbers for details and openings as those on contract drawings. 2, Indicate coordinate of glazing frames and stops with glass and glazing requirements. 1.03: DELIVERY, STORAGE_AND HANDLING: A. D@liygE hollow metal work carLoned or crated to provide prc»tec- tion during transit and job sLorage. provideadditional sealed plastic wrapping for factory finished doors. B. I[laggct hollow metal work upondelivery for damage. Minor damages may be repaired provided 'refinished items are equal in all respects to new work and acceptable to Architect; other- wise, remove and rep1acedamaged items as directed. C. StgEg frames at building site under cover. Place units on minimum 4" high wood blocking. Avoid use of non -vented plastic or canvas shelters which could create humidity chamber. If cardboard wrapper on door becomes wet, remove carton immediately. , EAE1_2_Z PRODUCTS 2.01: FACTURERS. Subject to compliance with require- ments, provide steel doors and frames by one of the following: A. Ceco Corp. _ I.J. Steelcraft/Div. American Standard Co. C. Republic Builders Products Corp./Subs. Republic Steel. 2.02: MATERI LS A. H�t�Rgll��d_St�el Sh����t�_�[ld_St�i��: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. B. Cgld� Commercial quality carbon steel' ' complying with ASTM A 366 and ASTM A 568. Fabricate of not less than 18- gage gal- vanized sheet steel. D. I[l��[�t��.Bglt��_��d_F��t������: Manufacturer's standard units, except hot -dip galvanized items to be built into exterior walls, complying with ASTM A157, Class C or D as applicable. STEEL DOORS AND FRAMES 06110 - 1 �/ E. EQMgy Rust -inhibitive enamel or paint, either air-dlying or baking, suitable asa base for specified finishpaints. 2.03: FABRICATION�� 8ENERAL: A. QbQgato frame units to be rigid, neat in appearance and free from defects, warp or buckle. Wherever practicable fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory -assembled before shipment, to assure proper assembly aL project site. Com)ly with SDI -100 requirements as follows; SDI -100, Grade III, extra heavy-duty, ' Model 2, 167gage. B. FabricaQ_QaMta, concealed stiffeners, reinforcement, edge channels, louvers and moldings from cold -rolled steel. C. FiDi�h H��dwar��_P��������tig�: Prepare frames to receive mor- tised and concealed finish hardware in accordance with final Finish Hardware Schedule and templated provided by hardware supplier. Comply with applicable requirements'of ANSI A115 Aeries specifications for door and frame preparation for hard- ware. to receive surface -applied hardware. Drilling and tapping for surface -applied finish hardware may be done at project site. E. LRE:2t as indicated on final shop drawings or, if not shown, in accordance with "Recommended Locations for Builder's Hardware," published by Door and Hardware Institute. F. S 1^ (�l����_t��at�_�[ld_��i[lt exposed surfaces of steel door and frame units, including galvanized surfaces. 2., - of mill scale, rust, oil, gr.ase dirt� , and other foreign materials before application of paint. 3. A��l�_�hg�,~�g�t of prime paint of even consistency to providea uniformly finished surface readyto receive finish paint. 2.04: STANDARD STEEL FRAMES for doors, transoms, sidelights, borrowed lights, and other openings, of types and styles as shown on drawings and schedules. Conceal fastenings. Fabricate frames of minimum 16 -gage cold -rolled furniture steel. B^ F�b�i����t��_f������� with mitered and welded corners. C. Drill stops to receive 3 silencers on strike jambs of single -swing frames and 2 sil.ncers on heads of double -swing frames. Provide 26 -gage steel plaster guards or mortar boxes, welded to frame, at back of finish hardware cutouts where mortar or other materials might obstruct hardware opera- tion and to close off interior of openings. PAR ECUTION 3.01: INSTALLATION: A. Genmcal: Install steel frames, and accessories in accordance with final shop drawings, manufacturer's data, and as herein specified. B. plagiag_QM[DMM: Comply with provisions of SDI -105 "Recommended Erection Instructions for Steel Frames", unless otherwise indi- STEEL DOORS AND FRAMES ` 08110 - 2 An cated. Place frames prior to construction at enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After will construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged. C. I� ��l_�t�d_���titig���, install at least 3 wall anchors per Jamb at hinge and strike levels. In open steel stud partitions, place studs in wall anchor notches and wire tie. In closed steel stud partitions, attach wall anchors to studs with tapping screws. - 3.02: ADJ N: A. Pr� �����: -Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch-up of compatible air -drying primer, B. Immediately prior to final inspection, remove protectiveplastic wrappings from prefinished doors. Check and readjust operating finish hardware items, leaving steel frames undamaged and in complete and ` proper operating condition. END OF SECTION 08110 STEEL DOORS AND FRAMES 08110 - 3 A/ 1.01: 990 1 KA:aSh_iBr-i{'d9 �a» t::!!_!al i. tXAMc arAM: Provide wood flush di:: or•s complying with Section 1300 "Architectural Flush Doors" of "Architectural Woodwork: Quality Standards" published by Architectural ectura:l Woodwork Institute (AW0 . Designations for grade and door construction under- types of doors refers to this standard. I.J. M -an________ Obtain doorfrom a single manufacturer to en---- sure uniformity- in _gip{.=:t,lity of,appearance e aE"Yd construction, unless otherwise indicated. 1.. 02: : suBm I r T'Hl_S A. Pngd!..!ct lata: Submit door- manufacturer's product data for each type of wood door, including dei. ai1s of core and edge construc- tion, trim for openings and louvers, and 4inissh;ing speci+ica-. tions for doors to receive factory finish. 8 . ,.., _ ?hlc��_I7r-�nwi.r�gs. Sut:;ni:it shop drawings indicating location and size of each door, elevation of each kind of door, details of construction, location and extent of hardware blocking, fire r atings, requirements far- factory ory ti.nishing and other- pertinent data. 1. » 0 F_'RODUC:TDEL,Its'€^'h;` ,_' ilgE",gEx_rlQ:2 _Qr1h12:)€L.IN-i: ;��» 'rot.c�c-t woad door -s during tr<r:in siL, storage and handling to prevent damage, soiling and deterioration. Comply with re- quirements of referenced ANSI standard and recommendations of NWMA pamphlet "How to St:ore, Handle, Finish, Install, and Maintain Wood Doors", as well as with manufacturer's i nit.r"uc_.. dans. f='c'eirk:iLit� _dC]ol�s at factory prior to shipping using ma!-u+actur er> s standard method. 1 Id___if X_0aQ_icg withindividual opening numbers whichcar- TOM- with; designation system used on shc:;€::; drawings for door, frames and hardware, using temporary, ary, removable or concealed markings. 1.04: SPECI.FIED Ff'rtC;DUC:'T' WARRANTY A. Submit written agreement on door, manufacturer's standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective door which have warped (bow, cup or twist) or which show telegraphing of core: construction in face veneers, or do not conform to tolerance limitations of HWI. 1. 4he warranty shall also include reinstallation which may he required due to repair or replacement of defective doors 'Where defect was not apparent to hanging. 2. Warranty shall be in effect for `.f years after date of substan- tial completion. 9. Contractor shall be responsible for replacement or refinishing ___________ of doors where Ce:;ptractor's work contributed to rejection or to voiding of manu-Facturer' s warranty. WOOD DOORS 08210 - 1 A- PART 2 -- PRODUCI'S .2.01: ERS: Subject to compliance with require- ments, provide products of one of the following. . A. Algoma Hardwoods Inc. B. Eggers Industries, Architectural Door Division. C. Weyerhauser Company. 2.02: DUORS: Comply with the fol- lowing requirements: Plain Sliced Red Oak Veneered, match existing. C. Gcadt: Custom. D. CgnwtrU: PC -7 (Particleboard core, 7 -ply). � PART 3 z EXECUTION 3.01 INSPECTION: A. EtgU1CM,1UMQ11gC to examine door frames, after their instal- lation, and doors, prior to their hanging, for the following purposes: ' 1. To verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. 2. To verify that doors are free of defects that could cause their rejection. B. Obta � written report listing conditions detri- mental to compliance with requirements of this section. C. Do n ��Installer to proceed with installation until un- satisfacotry conditions have been corrected. 3.02: INSTALLATION: A. Cgndition doors toaverage prevailing humidity in installation areas prior to hanging. B. Mduaca: For installation see Divisjon-8 "Builders Hardware" section of these specifications. Install wood doors to comply with manufacturer's instructions and of referenced AWI standard and as indicated. D. Job-Fit_Dogw Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails dn excess of limits set by manufacturer or permitted with fire -rated doors, if any. Machine doors for hardware. Seal cut surfaces after fitting and machining. E. FittiOg_Cleacaugm For non -rated doors provide clearances of 1/8" at jambs and heads; 1/16" per leaf at meeting stiles tor pairs of doors; and 1/8" from bottom of door to top of decora- tive floor finish or covering. Where threshold is shown or scheduled, provide 1/4" clearance from bottom of door to top of threshold. F. prefi M: Fit to frames and machine for hardware to what- ever extent not previously worked at factory as required for fit and uniformclearance at each edge. , WOOD DOORS 08210 - 2 A/' 3.03: LEAN: A. Qptc&ign: Rehang or replace doors which do not swing or operate freely, as directed by Architect. B. FiDi2h29Dog[2: Refinish or replace doors damaged during in- stallationr as directed by Architect. C^ t�t��-�rgt����ti���������L���� as recommenjed and accepted by door manufacturer to assure that wood doors will be without damage or deterioration at time of subsequent completion. END OF SECTION 08210 WOOD DOORS 08210 - 3 �/' 1.01: Ty�ASSURANCE: ` A. M2 t�[: Obtain each type of hardware (latch and lock sets, hinges, closer", etc.) from only one manufacturer, although several may be indicated as offering products com- plying with requirements. B. Suoalier: A recognized architectural finish hardware supplier, with warehousing facil1ties,who has been furnishing hardware in the project's vicinity for a period of not less than 2 years, and who is who employs , or mp oys an experienced architectural consul- tant who is available, at reasonable times during the course of the work, for consultation about project's hardware require- ments, to Owner, Architect and Contractor. 1.02: SUBMITTALS: A. Pro Data: Submit manufacturers technical product data for each item of hardware in accordance with Division -1 section "Submittals" Include whatever inform ti b ' . on a may e necessary to show compliance with requirements, and include instructions for installation and for maintenance of operating parts and finish. 8. H��dw����_~SchedL�l: Submit final hardware schedule in manner indicated. below. Coordinate hardware With doors, frames and related work to ensure proper size, thickness, hand, function and fi.nish of hardware. C. Fi���~Hdheu"l� Based on finish hardware indi- cated, organize hardware schedule into ''hardware sets" indi- cating complete designations of every item required for each door or opening. Include Lhe following information: 1. Type, style, function, size and finish of each hardware item. 2. Name and manufacturer of each item. 3. Fastenings and other pertinent information. 4. Location of hardware set cross-referenced to indications on Drawings both on floor plans and in door and frame schedule. 5. Explanation of all abbreviations, symbols, codes, - etc, con- tained in schedule. 6. Mounting locations for hardware. 7. Door and frame sizes and materials. D^ SANttMl_SegUtage: Submit initial draft of schedule along with essential product data in order to facilitate the fabrication of other work (e.g., hollow Metal frame) which is critical in the project construction schedule. Submit final`draft of sche- dule after samples, product data, coordination with shop draw- ings of other work, delivery schedules, and similar information has been completed and accepted. E^ KEY_i[lU 9Q2dUlt: Submit separate detailed schedule indicating clearly how the Owner's final instructions on keying of locks has been fulfilled. F. Tttm_002: Furnish hardware templates to each fabricator of Mors, frames and other work to be factory -prepared for the installation of hardware. Upon request, check shop drawings of such other work, to confirm that adequate provisions are made for proper location and installation of hardware. FINISH HARDWARE 08710 - 1 �/ ' ` - ` 1.03: PRODUCT ING: - ' Jointly with representatives of Lhe hardware supplier and the hardware installer until each is satisfied that `the count is correct. b~ Q21jygC individually packaged hardware items at the proper times to the proper locations (shop or project site) for in- stallation. L����-L_Z_�-~PRODUCTS ' ' Requirements for design, gra/-e, :function, ' finish' size and other distinctive qualitieg ofeach type of` finis' hardware is required tu match the existing Ruswin loc.set and Hagar hinge systems. Mat`h existing functions for similar-, uses. Reuse existing hardware salvaged during demolition operations. Supplement with new hardware as required. O2^ 2 ^ ^ MCAiION: A. General: 1. Hand~gf_dgg[: Drawings show direction of slide, swing or hand of each door leaf. Furnish each item of hardware for proper installation and operation of door movement as shown. 2. BMMM`MQMlM: Produce hardware units of basic metal and forming method indicated, usinu manufacturer's standard metal alloy, composition, temper and hardness, but in no case of lesser-- (commercially esser(commercially recognized) quality than specified for the appli- cable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A150~18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated. B. FasAn2cm: Provide hardware manufactured to conform to pub- lished templates, generally prepared for machine screw instal- lation. Do not provide hardware which has been prepared for self -tapping sheet metal screws, 1. FU!:LiiMh~agC2yq for installation, with each hardware item. Pro- vide Phillips flat -head screws. Finish exposed screws to match hardware finish or, if exposed in surfaces of other work, to match finish of such other work as closely as possible, includ- ing "prepared for paint" in surfaces to receive painted finish. 2^ P�g�id��_�g������l�d_ft��[l���� for hardware units which are ex- posed when door is closed. Do not use thru-bolts for installa- tion where bolt head or nut on the opposite face is exposed in other work. Cint ^ Tg91 ai[lt������: Furnish a complete. set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of finish hardware. 2.03:UTTS: L____________ A. TtDaQtva: Provide only template- produced units. B. Sc[omm: Furnish Phillips flat -head or machine screws for in- stallation of units, except furnish Phillips flat -head or wood screws for installation of units into wood. Finish screw to match surface of hinges or pivots. C. : Except as otherwise indicated, provide hinge FINISH HARDWARE 08710 - 2 ��� heads pins �/ as follows: 1, Steel H' n: Steel pins. 2. Exteri ors: Non -removable pins. J. O�t���i�g�CidD�orNon-removable pins. 4^ I[lt�[�i��� Doo: Non -rising pins. 5. Ti2m: Flat button and matching plug, finished to match leaves. 2.04: LOCK CYLINDERS~ANDl<EYING: A. Gentnvl: Supplier will meet with Owner to finalize keying requirements and obtain final instructions in writing. with the Owner and provide the type required (master, grandmaster or great -grandmaster), integrated with Owner's existing system. D. EgL�i�_Ig[�ks with 6 -pin tumbler cylinders. E. M2tkQ: Construct lock cylinder parts from brass/bronze, stain- less steel or nickel silver. for masterkeying and, except as otherwise indicated, provide individual change key for each lock which is not designated to be keyed alike with a group of related locks. L�. k2y_M�AKA: Provide keys of nickel silver only. Furnish 3 change keys for each lock; 5 master keys for each master system; and 5 grandmaster keys for each grandmaster system. J. to Owner's representative. 2.O5: LOCKS�_ ND BOLTS: A. S : Provide manufacturer's standard wrought box strike for AT latch orlock bolt,- with curved lip extended to protect frame, finished to match hardware set~ B. dust���ggf strikes for foot bolts. C. 600,~11CgW: Provide 5/8" minimum throw of latch and deadbolt used on pairs of doors. Comply with UL requirements for throw of bolts and latch bolts on ratedfire openings. Provide 1/2" minimum throw on other latch and deadlock bolts. 2.06: CLOS R yICES: Except as otherwise specifically indicated, comply with the manufacturer's recommendations for size of door control unit, depending upon size of door, exposure to weather and anticipated frequency of use. B. Wh���_���� are indicated for closers id , provide l closer, unit one size larger than recommended for use with standard arms. ` for all overhead closers. for exposed bumpers. 2^07: HARDWARE HES: H. p� ��tchi[lo fi�ish�� for hardware units at each door or opening. Reduce differences in colorand textures as much as commercially possible where the base metal or metal forming process is different for individual units of hardware exposed at the same door or opening. In general, match items to the manufacturer's standard finish for the latch, lock set, push - FINISH HARDWARE 08710 - 3 '/ pull units, etc for color and texture. B. Provid�_finish ich_match match the Architect's selection. C. P�g�id��_ . Iitl( including thickness of plating or coating composition, hardness and other qualities complying with manufacturer's standards, but in no case less than speci- fied for the applicable units of hardware by referenced stan- dards. u . on all expo- ed hardware finishes of brass, bronze and aluminum. E. and elsewhere to indicate hardware finishes are the industry -recognized standard cbmmer- cial finishes. ' PART~,3 ECUTION 3.01: INSTALLATION: � M at heights indicated in "Recommended Loca- tions for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute, except as specifi- cally indicated or required to comply with governing r-gu1a- tions, and except as may be otherwise directed by Architect. B^ I[l1t2ll e��Gh,.h����dU��M_it���U 1n compliance wiLh the man�f-ct- urer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, coordinate removal, storage and reinstallation or application of surface protections with finishing work ="="-J��~" j. +Q. D. Division -9 sections. Do not finishes have been completed 92&UaiA_leYel, plumb and and reinforce the attachment installation and operation. units anchorage fasteners. Space with industry standards. � -- -`= -- '` ~r�^^'^=" ^'' ".= install surface -mounted items until on the substrate. true to line and location. Adjust substrate as necessary for proper, which are not factory -prepared for fasteners and anchors in accordance +or exterior doors in full bed of butyl -rubber - or polyisobutylene mastic sealant. 3.02: AD4U'-,---;T AND CLEAN: A. Ad��� _check each operating item of hardware and each Uoor, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. B. Cl���_�d�tf����� soiled by hardware* installation. C. I0t~OMM[' Ml in proper adjustment and maintenance --- of hardware and hardware finishes, during the final adjustment of hardware. END OF SECTlON 08710 FINISH HARDWARE 08710 - 4 �/ p - G "WILd: GA -505 by Gypsum Associa- tior,. B. Si[lg1���Sg���� R��[lg[lsib Obtain gypsum board products from a single manufacturer, or from manufacturers recommended by the prime manufacturer of gypsum boards. 1.02: SUBMI7 Submit manufacturer's product specifications and installation instructions for each gypsum drywall component, including other data as may be required to show compliance with these specifications. 1,03: DE AND HAN G: A. D�li� i�l�� in origrna�-packag«es, containers or bundles bearing brand name and identification of manufacturer or supplier. B. St0CM,y2&IQalI inside under cover and in manner to keep them dry, protected from weather, direct sunlight, surface contami- nation, corrosion and damage from construction traffic and other causes. Neatly stack gypsum boards flat to prevent sagging. C. Han g:R[d2to prevent damage to edges, ends or sur - +aces. Protect metal corner beads and trim from being bent or- damaged. rdamaged. 1.04: PROJECT ITIONS: A Comply with requirements of referenced gypsum board application standards and recommen- dations of gypsum board manufacturer, for environmental condi-- tions before, during and after application of gypsum board. When ambient outdoor temperatures are below 55oF (136C) maintain continuous, uniform, comfortable building working temperatures of not less than 55oF (13oC) for a minimum period of 48 hours prior to, during and following application of gypsum bard and joint treatment materials or- bonding rbonding of adhesives. C. X=mtilatiga: Ventilate building spaces as required to remove water in excess of that required for drying of joint treatment material immediately after its application. Avoid drafts during dry, hot weather to prevent too rapid drying. :'ART -2 - PRODUCTS ^ 2 01^ ^ ACCEPTABLE MANUFACTURERS: Subject to compliance with require- ments provide products of one of the following: A. Gold Bond Building Products Div., National Gypsum Co. B United States GC ' , Gypsum o. 2. 02^ ^ METATERIALS: 1^ Studg: ASTM C 645; 25 ga.. GYPSUM DRYWALL 09250 - 1 ^/ 2^ D��th tig�: as indicated. B . Rulne[a. M t h Studs; type recommended by stud manufacturer- for floor and ceiling support of studs, and for vertical abut- ment of drywall work at other work. ' C.-i�g_M�mb��[��: Type and size recommended by furring manufacturer for substrate and application indicated. 2.03: GypSUM BOARD~PRODUCTS�Vinvl-C-ad 8�p'um W'llboar � ~ ASTM � 960, FS SS-L-30D' length required t' eliminate butt -� joints~ Match existing finishes. ^ A. Tygi��: Type X. 1�. Ed[lg.!!s: "V" grooved. C. 2.04: TRIM-ACCESSORIES: Standard rigid or semi-rigid prefinished PVC moldings shaped to provide resilient contact f o gypsum board edges with other work; friction-fit, or pressure-sensitive adhesive mounting. 2.05: MISCELLANEOUSATERIALS: A. 2l: Provide auxiliary materials tor gypsum drywall� rk of Be type and grade recommended my the manufacturer of '- the gypsum board. Special adhesive specifically recimmended , for laminating gypsum boards. C. G�[��L���Bd_S: Comply with ^ ASTM C 646, D. C1192As recommended by Manufacturer f i . ac urer or app zcation of Vinyl Clad Gypsum Panels. PART �ECUTION 3.01: INSTALLA A. �--------- B --------------' ~~^'r^/ with AS'. C /34. G. I���t�ll_����lClltf[���i[l�l�_bl��ki[l� at termina- tions inthe work and for support of fixtures, equipment ser- vices, heavy trim, grab bars, toilet accessories, furnishings, and similar work to comply with details indicated or if not otherwise indicated, to comply with applicable published recom- mendations of gypsum board manufacturer, or if not available, of "Gypsum Construction handbook" published by United States Gypsum Co. � D. I�gl��t����dt���� from transfer of structural loading to System, both horizontally and vertically. Provide slip or cushioned type joints to attain lateral support and avoid axial loading, E. I��t�ll_�t���k� at floors, ceilings and structural walls and columns where gypsum drywall stud system abuts other work. ^ F. Ext���d_���titit�d_����t�Uy through acoustical ceilingst'- -- '�e structural support or substrate above the ceiling. at 16" O.C. H. to comply with details indicated, comply with applicable published recommendations of gypsum board manu- facturer, or if not available, of "Gypsum Construction Hand- book" published by United Stated Gypsum Com. Attach vertical GYPSUM DRYWALL 09250 - 2 ^/' studs at jambs with screws either directly to frames or to jamb anchor clips.on door frames; install runner track section (for jack studs) at head and secure to jamb studs. Extend vertical jamb studs through suspended ceilings and attach to underside of floor or roof structure above. to comply with details indicated orin same manner as required for door openings; and install framing below sills of openings tomatch framing re- quired above door heads. 3.02:8OARD INST IREMENTS. -- ASTM C 840 and GA 216. B. vertically In��t�� /o��[titio ver'ically without end -butt joints. C. Inattl1 gypsum board with face side out. Do not install imper- fect, damaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16" open space between boards. Do not force into place. D. LgGM=. 1gQQ over supports. E. vided for additional support at openings and cutouts - and expansion joints with space between edges of boards, prepared to receive trim accessories. G. 92Y=~_bgth_QL2! of steel stud partition framing with gypsum board. H. 1�gl�t���eter of non -load-bearing drywall partitions at structural abutments. Provide 1/4" to 1/2" space and trim edge witt, J -type semi -finishing edge trim. Seal joints with acoUs- tical sealant. I. SPwg2_±a1&nm2 in gypsum bo�rds in accordance with referenced standards and manufacturer's recommendatioos, except as other- wise indicated. 3.03: DRYWALL AppLICATIO��: A - ^ V[l_[l��titig��/���ll�apPly gypsum board vertically, and provide sheet lengths which will eliminate end joints. B. Si[lgl���L��l<��_F��t�2iM�thgd�: Apply with adhesive and screw at top and bottom only. 3^04: INSTALLATION OF DRYWALL_TRIM_ACCES,ORIES: Install pre -finished trim where required; to cover screws at ceiling, joints at corners and unfinished edges. 3^05: PROT ELL TION_~OF WORK: Provide final protection and maintain conditions, in a manner suitable to Installer, which ensures gypsum drywall work being without damage or deterioration at time of substantial completion. ' END OF SECTION09250 U"95 ACOUS�IC CEILINGS ` pART GENERAL . 1.01: TY ASSU�ANCE: ` A ---- - Firm with not less than three years of successful experience in installation of acoustic ceilings similar to requirements for this project and which i ' able to manufacturer of acoustic units as shown by accept - written statement from manufacturer. ' y current 8. Coo�din� f Wg�k: Coordihate layout and installation of acoustic ceiling units and suspension system components with other work supported by or penetrating through ceilings, light fixtures, HVAC equipment fir ' ' � - components and partition, , e -suppression system 1.02: SUBMITTALS: A. Manufacturer's product specifications and instal lation instructions for each acoustic ceiling material re- quired, and for each suspension system including certified - laboratory test reports and other data' eo compliance with these specifications.as required to shuw B. Main: 1. Set of 6" x 4" square samples for each acoustic unit required showing full range of exposed color and texture to be expect, in completed work. = �u 2. Set of 12" long samples of each exposed r"" � runner and molding. 1.03^ DELIVERy A. Deli-�� - t o project site in original unopened packages and store them in a fully enclosed space ' where they will be protected against damage from moisture direct sunlight, surface contamination or other causes. ' permit them to reach room temperature and a s�tlalibt�^�l� ic-ed moisturer- ure content, carefully to avoid ch ipping edgesor damaging units inian pART PRODUCTS 2.01: ACOUSTIC CEILING NITS, GENERAL: A------- �--- ^fg[_A�gL��ti'�-C il�---- �� ��[lg_Uuitn: Provide manufacturer's standard unit f - - -- s o configuration indicated which a ��--- - - Or mounting method designated and which comply with FprePared 118 requirements, including those indicated by reference `«eronc�,�»-�- type/ form, pattern, grade (NRC or NIC's as applicable), eigzo reflectance coefficient (LR), edge detail and join="detail.''� '/� B , c ~ prz-�- ~''~ ^~^`' Provide products to match existing appearance characteristics, 2.02: ACOUSTIC A T �-- A. _���_II �l� �l_ �itio� with St��d��d Wash� pAUQd Fi[li��h: ----- --- --- ---- ---__ ����s�__ B - Fi2sULtd: Form 2 Pattern d NRC 60, LR 1 or 2 '0.5--- 0.70), STC 30-34 or �5-39, edge ' ACOUSTIC CEILINGS 09510 - 1 �/ detail, color and size to match existing. C. P ts: Subject to compliance with requirements, provide of one of the following: 1. Travertone Fire Guard Fissured--;--------------�--� Armstrong World industries Inc. 2. Protectone NaturalFissured; Celotex Corp. ' 3. Acoustone Fire Code "F" Fissured; United States Gypsum Co. 2.03: S S�(GE : ' A. St Met l S si �-- - ����Lg_�gC-.___� _g�_1yatRMI: Provide metal suspeh- _ sion systems of type, structural classification and finish indicated which comply with applicable ASTM C 635 requirements' For exposed suspension members and acces sories with painted finish t0match existing. C. AttaghME2��i����2: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. Galvanized carbon steel wire, ASTM A 641, soft temper, prestretched, Class 1 coating, sized so that stress at 3 -times hanger design loan (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide npt less than 9 gage. E. E ldind~Trim: Metal of types and profiles to match enisting conditions. Provide manufacturer's standard molding fc)r edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. F. F����i������_�tatigO� of ceilihg,provide edge moldings fabricated to diameter required to fitpenetration exactly. G. Hgld-dgk�n~_Cli: Provide hold-down clips spaced 2`-0" a.c. on all cross tees. H. Manvf�L--:LUCRV Subject tdcompliance with requirements, provide suspension systems of one of the following: 1, Chicago Metallic Corp. 2. Donn Corp. 3. National Rolling Mills, Inc. ' 2.04: E RECT SPENSIO S : A. B.��tig[l^ Intermediate -Duty S �l_Cla��ifi-----�----- System. . C. Fi[2ish: Painted, match existing. PART_3 -'EXECUTION 3 .01^. pF__EARA__ON. Measure each ceiling area and establish layout of acoustic units to balance border widths at opposite edges of each ceiling. Avoid use of less -than -half width units at bor- ders, and comply with reflected ceiling plans. 3.02: LATION: A. Gt[ltEAl: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating requirements as indicated, and industry standards applicable to work, B Arr ^ ___��[lg��_����gL���ti�_���it�� and orient directionally -patterned units in manner shown by reflected ceiling plans. to comply with ASTM C 636, with hangers supported only from building structural members. Locate ACOUSTIC CEILINGS 09510 - 2 hangers not less than a" from each end and spaced 4'-0" along each carrying channel or direct -hung runner, leveling to tole- rance of 1/8" in 12'-0". D. by looping and wire -tying, either directly to structures or to inserts, eye -screws, or other devices which are secure and appropriate for substrate, and which will not deteriorate or fail wiLh age or elevated temperatures. E~ Install h and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal force by bracing, countersplaying or other - equally effective means. F. I[lst�ll �dldi�g� of type indicated at perimeter of acous- tic ceiling area and at locations where necessary to conceal edges of acoustical units. �gldiaga to substrate at intervals not over 16" O.C. and not more than 3" from ends, leveling with ceiling suspension system to tolerance of 1/8" in 12'-0". Miter corners accurately and connect securely. H. I[l�t��llti�_,�����l� in coordination with suspension system, with edges concealed by support of suspenszon members. Scribe and cut panels to fit accurately at borders and at penetra- tions. 3.03: ADJ D CLEAN~ Clean -,,-;posed f f ___���-z'����--___ _. ose surfaces o acoustic ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate . evidence of damage. END OF SECTION 09510 ACOUSTIC CEILINGS 09510 - 3 �'. 1.0i: : Provide each type of resilient base and accessories as produced by a single manufacturer, including recommended primers, adhesives, and leveling compounds. 1.02: ALS: A. Submit manufacturer's technical data B. Samoles � Sele�tig�_p���g���: Submit manufacturer's _ __-standard_,color charts in form of actual sections of resilient base, showin]full range of colors and patterns available. 1.03: PRO TIUNS: of 65oF (18oC) in spaces to re- ceive resilient flooring for at least 48 hours prior to instal- lation, during installation, and for not less than 48 hours after installation. Store materials in spaces where they will be installed for at least 40 hours before beginning installa- tion. Subsequently, maintain minimum temperature of 55oF (13oC) i h e or� is completed. n areas w er w B. after other finishing operations, including painting, have been completed, 2.01: ACCEPTABLE MANUFACTURERQ: Subjectto compliance with require- ments, prdvide products of one of the following: A. Flexco Div., Textile Rubber Co. . B. Johnson Rubber Co., Inc. C. Roppe Rubber Corp. 2.02: RESlLIENT B OL ERNS: Provide color and patterns as selected by Architect from manufacturer's standards. 2.O3: MATERIALS: A. I lProvide vinyl 40, Type II, with matching end corner units, and as follows: 1^ Htight: 4"^ . 2^ ThiEk[lesa: 1/8" gage. G. Stylt: Standard top -set cove. 4. Finish: Matte. B^ Adht1Q2aWA>: Waterproof, by manufacturer to suit material PAR ECUTION 3.01: PREPARATION: base complying with FS SS -W - stops and preformed or molded stabilized type as recommended and substrate conditions. to inspect substrates to determine that they are satisfactory. to proceed until subfloor surfaces are satisfactory. RESILIENT BASE 09650 - 1 �/ ...: , 02: i=rE_t_F-1 I a �l�I lF �•trti ~ [� 1-� � _._ <-i a.:1. f."i •-t ��• +•-� t f`7 t �} �.i .� .! iES q i_ t:.i :i l.t tii i i '�i „ Fecasework arid permanent fir�dN:s in rooms iYt"-cSv;FNebase irtquired. install base 1n lengths t5:: long as pra:ti:ybiewprWf4.n d ",r-te- trieti, -fabricated from base materials with mitered or coped inside corners; Tightly .7 ,_ h 4J .throughout t:.! �, bondbasetosubstrateen length of each Piece, with continuous tr ntLWho"itontaand vertical at t..> r'Y 1 Y" Y" t� C" l..t .l. ict Y" '.•W 1.1 Li .'I" i•'• ri• •t; t�i?i a •}• :l L .l. voids c:l.I.t::iI' ig t C: i p base edge ofresilient Wci1 With ii_f�ti!Ymii�=t7_1deCi:t:iv?filler f i J. 1 ri_+i:., iYi�i I..i _ r i. ei f . ,::�, 1:::'�Y"•ft:�rrYi r_1r.��:tr'ii.r'i�_rr7wr•�:�k:it::,rt� immediately resilient flooring ;, upon cOmPletion of FF:�irta�.le� Win' �;•,t�ea:;;� or other <iisurfacIe l3! e!Yii. i..i�•, ` , using appropriate cleaner recommended byifi<'�tf'ifif;�C_i:.t..tP..E::�� .a, _...r RESILIENY BASE 1.01: QUALITY ASSURANCE: PAR10=00009 2.01: CARpET: Mohawk; "Supertron^; Color 0814 - Tortoise Shell; no substitute, to match existing. 2.02: ` CARpE CUSHION: A. Know!: provide cushion which passes test for Class * flamespread when tested per AS[M E 84-70. Low -profile waffle faces sponge ruober with top surface of fabric or other smoothsheet; FS ZZ -C-00811; 1/4^ thk.; 68 oz. 2.03: CARPET_A�CESSORIES: A. T��kl����_C��[���t_St��i�[li�g: Water-resistant plywood strips, CARPETING 09680 - 1 Firm with not less than 5 years of experience in installation of commercial carpeting of type, quantity and installation metnods similar to work of tnis section. Firm 1carpet mill) with not less than 5 years of production experience with carpet similar to types specified in this section; and whose published product literature clearly indicates general compliance of products with requirements of this section. C. Gfm- tcLal_TenoLag! ggy/I[lfgcoatig[l_StwaQW: Refer to current edition of "Carpet Specifier"s Handbook" by The Carpet and Rug Institute; for definitions of terminology not otherwise defined herein, and for general recommendations and information. 1.02: SUBMITTALS: A. pn2dWQ_Data: Submit manufacturer's complete technical product data for each type of carpet, cushlon and accessory item re- quired. B. wmuw Submit carpet layout and seaming drawings, clearly indicating carpet directions, locations and methods of joining seams, and- locations and types of edge strips. lndz- � cate columns, doorways, enclosing walls/partitions, built-in cabinets and locations where cut-outs are required in carpet. C. Amalm Submit 18" x 27" samples of each carpet required, 6" long samples of each type exposed edge stripping, and 6" squar� samples of separate cushions. D. M.-Am[langl_DM: Submit manufacturer's printed maintenance recommendations, including methods and frequency recommendeo for maintaining carpet in optimum conditions under anticipateu traffic and use conditions. 1.03: pR �DELIyERY,�ND_�iORA8E: Deliver carpeting materials in original mill protective wrapping with mill register numbers and tags attached. Store inside, in well ventilated area, protected from weather, moisture and soiling. PAR10=00009 2.01: CARpET: Mohawk; "Supertron^; Color 0814 - Tortoise Shell; no substitute, to match existing. 2.02: ` CARpE CUSHION: A. Know!: provide cushion which passes test for Class * flamespread when tested per AS[M E 84-70. Low -profile waffle faces sponge ruober with top surface of fabric or other smoothsheet; FS ZZ -C-00811; 1/4^ thk.; 68 oz. 2.03: CARPET_A�CESSORIES: A. T��kl����_C��[���t_St��i�[li�g: Water-resistant plywood strips, CARPETING 09680 - 1 either 3/8" n or 9/32" thick as required t ` ess' with angular pins Protrudingf o match cushion thick - and hold stretched carpet at the from top designed to grip stripping with 2 rows of pins wheree backing. Provide narrow is 20' or less; wide stripping wi3stretched width of carpet B width exceeds 20', rn rows of pins where carpet B. vinyl or rubber carpet edge guard of size and and with Architect f---^ ~ wideanc�orage flange; colorsprof--el^''"^cat��o rom among standard colors availabltse ec�ed by C manufacturer � dustry (anyWithin the in- . I��t�ll�ti Adh ^ recommended by carpet or cushionWater-resistant, non -staining type as ~'"r`�curer4u'eswz�� flammability _, and which com_D, q�^r=m�'cs for installed melt seaming adhesive or similar product recommended by carpet ^~'^''y �uc edges at backing to f- ' '~' taping seams and but - Pile loss at seams form secure seams and prevent Mate^ _arpe__~ __ucAs recommended b Cc' cushions and other carpeting prod y manufacturers of p ^nsta��er to meet project circumsance t and requirementsts; and selected by acrylic latex. ^ premixed PART_3 EXECUTION 3 0i A^ : F-fFEZINSTALLATION ^ REQUIREMENTS^ E ---- or moisture content and other ^ �-------�--- �--=� substra�es f -= Un er "T" carpetingconditibns cracks, depressions �� co be installed. Repair minor holes, by carpet or adhesive�or rough areas using material recommended no es' manufact ing of major -�urer^ Notify Contractorwork Do not detrimental to proper co in wri+- corrected. ^ o Proceed until unsatisfa t "p completion of the c ory c��nditions h B^ and scrape- have been surfac�s to ---receive carpetznup cementitious deposits from installation. Check concrete «acuum clean immediately before through installed carpet; re surfaces to ensure no "dusting" C vent dusting, apply sealer where required to pre_ . S2g"92 carpeting with other work so as tominimize poss�bi_ struction period + carpet during remainder of ^ ,� con - 3 02^ INST�LL A. Kum:--- ith instructi seam locations and direct�-on of ons and recommendations ^fpile.carPet; for carpet direction and lay maintain uniformity of doors; do 2 ^ not place seamsointrfiAtddoors' center c irection Ext��nd~-������t seams under - under open-bottomeda� able able flanges and furnishings at doorways. and under remov- dobstructions space. ' an into alcoves and closets of ^ _�g�id��_��Wt=gUt�� where required, where not e ' and bind cut concealed b Y protective flanges ---^~ � c «e edge guards edges properly er y - ,'~r ^ 4 ^ ~ or overlapping where edge of carpet is exposed; CARPETING 09660 - 2 �/ B. 1. 2. 3. 4, 0 anchor guards to substrate. Str ���� Inst�l l �tion: with adhesive or by nai l ingr or both where required for adequate strength Locate l f � ^ e proper y or concealment of carpet edge between stripping -n� base -f wall. Strip entire perimeter of each carpeted sp�-'- and where possible at obstructions and cutouts. ' ---` ' Lgly out and install cushion for complete coverage under carpet Tape seams together. ^ I t by trimming edges, buttering cuts with seaming cement, taping or sewing or taping -and -sewing --s ea- s to provide sufficient strength or stretching and continued stresses dur- ing life of carpet. Apply seaming cement over stitching on back1 ng, if not covered by tape. Stn2Qh_EwC[lQ both directions, the exact amount recommended by carpet manufacturer; trimd e ges, secure to stripping, and con- ceal behind edge of stripping. Use power stretchers where sufficient space is available to operate stretchers properly. _PRO N and usable scraps. V���U 1�11 Ly-_L� �R L F-, E_',t using commercial machine with face -beater ele- ment. Remove spots and replace carpet where spots -cannot be removed. Remove any protruding face yarn using sharp scissors Ad��i�t_Cg[lt[E��tgC of protection methods and materials needed ^ to ensure that carpeting will be without deterioration or damage at time of substantial completion. Deliver specified overrun (if any) and usable scraps of carpet to Owner's designated storage space, properly packaged (paper wrapped) and identified. Usable scraps are defined to include roll ends of less than 9'-0" length, and pieces of more than 3 sq. ft. area and more than 8" wide. Dispose of smaller pieces .s "construction waste". END OF SECTION 09680 CARPETING 09680 PAR'[1_�_GENERAL 1.01: QUALITY -ASSURANCE: H Provide primers and other under- coat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer. B. Coordi��tig��gf_,W�[k: Review other sections of these specifi- cations in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information or charac- teristics of finish materials provided for use, to ensure compatible prime coats are used. 1.02: S� A. F Submit manufacturer's technical information including Paint label analysis and application instructions for each material proposed for use. B. Sam91es: Prior to beginning work, Architect will furnish color chips for surfaces to he painted. Use representative colors when preparing samples for review. Submit samples for Archi- tect's review of color and texture only. Provide a listing of material and application for each coal of each finish sample. ' 1.03:DELIVERY AND RGE: A------------- . D��liven_O8aynialq to job site in original, new and unopened packages and containers bearing manufacturer's name and label, and following information: 1. Name or title of material. ' 2. Fed. Spec. number, if applicable. 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for /ajor pigment and vehicle constituents 5. Thinning instructions. ^ 6. Application instructions. 7. Color name and number. B. G ials not in actual use in tightly covered cpntain- ers. Maintain containers used in storage of paint in aclean condition, free of foreign materials and residue. Protect from freezing where necessary. Keep storage area neat and orderly. Remove oily rags and waste daily. Take al precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints. ` ` P TS 2.01: AC UFAC : Subject to compliance with require- ments, provide products of one of the following: A. Glidden Coatings and Resins, Division of SCM Corporation B. PPG Industries, Pittsburgh Paints (Pittsburgh). C. The Sherwin-Williams Company (S -W). 2.02: : H. MatEKAitY: provide best quality grade of various types PAINTING 09900 - 1 ` of coatings as. regularly manufactured b e y acceptable paint mate- rials manufacturers. Materials not displaying manufacturer^s identification as a standard best -, , best -grade product will not be acceptable. B. iK2CY_UkMtg used to designate color or materials are not intended to imply that products a pro uc s of named manufacturers are required to exclusion of equivalent products of other manufact- urers. C. L�g Pure, , non f di - a ng, applicable types to suit suosrrares ang service indicated. P 3.01: IN8 � : ---�7--�-- A. Applicator must examine areas and conditions under which paint- ing work is to be applied and notify Con -tractor in writing of conditions detrimental to proper and timely completion of work Do not proceed with work until unsatisfactory conditions have been correct in a manner acceptable to Applicator. ,= �.Starting of painting work will be construed as Applicatorfs acceptance of surfaces and conditions within any area C. Do not paint over dirt, rust, scale, grease, moisture ^scuffed surfaces, or conditions otherwise detrimental to forma'`ion of a durable paint film. 3.02: SU RATIQN: A.8engLil: Perforho Preparation and cleaning proced"res in accord- ance with paint manufacturer's instructions and as h*�rei�'' spe-cified, for each particular substrate condition 1. Provide barrier coats over incompatible Primers ^ or remove and reprime as required. Notify Architect in Writing of any anti- cipated problems in using the specified coating systems with substrates primed by others. 2. Remove hardware hardwar , e accessories, machined surfaces Plates, lighting fixtures, and similar item. in place and not - to be finish_painted, or provide surface -applied protection ` prior to su f ace preparation and painting oper.tions. Remove if necessary, . or complete painting of items and adjacent ' surfaces. Followingcompletion of painting -f each space o` area, reinstall removed items. 3. Clean surfacesto be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical clean- ing. Program cleaning and painting so that contaminants will not fall onto wet, newly -painted surfaces. B. Wood: Clean wood surfaces to be painted of dirt, oil or other foreign substances with scrapers, mineral spirits, '=" and sand- paper, as required. Sandpaper smooth those finished surfaces exposed to view, and dust off. Scrape and clean small, dr', seasoned knots any apply a thin coat of white shellac or other recommended knot sealer, before application of priming coat. After priming, fill holes and imperfections in finish surface~ with putty or plastic wood -filler. Sandpaper smooth I. Prime, stain, or seal wood required to be job -painted immedia- tely ia- tely upon delivery to job. Prime edges, ends, faces, under- sides, and backsides of such wood, including cabinets, un - PAINTING 09900 - 2 ^/' ' ters cases paneling. , , pane ng. 2. Seal tops, bottoms, and cut-outs of unpr'm� wood doors with a heavy coat of varnish or equivalent - -- � sealer. C^ Fe��g� ls^ Clean f ^ � __ ��_��s���__. ferrous surfaces, which are not galvan- ized or shop -coated, of oil, grease, dirt, loose mill scale and D other foreign substances by solvent or mechanical cleaning. u D. Tg��h-shoo-li��d wherever damaged ^ ^ or bare where required by othersectionsz. whereverspecifications' Clean and touch with - these ^ -up w same type shop primer. 3.03: - A. Mi�� ------�--i � ��x/���rza�s in accordance with manufact- urer s directions. B. M!fti�t��in us.d in mixing and application of paint in a clean condition, free of foreign materials and residue./' C ^ Sti�t��i��l�� before application�~� to--- --^~ ~''~ form density, and stir as equed during almixture of uni- stir surface film into material. Remove aPp z�ation. Do not � �. film and if neces- sary, strain material before using, ' 3.04: ION: A-------- . G��[lmnl: Apply paint in accordance with manufacturer's direc _tions. Use applicators and techniques best suited for s�b- strateand type of material being applied sub- strate 1. Paint colors, surface treatments, and finishes, are indicated in "schedules" of the contract documents - ' 2. Provide finish coats which are compatible with prime paints J. Apply additional coats when under�qats -stains other ^ tions show through final coat of undercoats, until or o er condi- uniform finish, color and �ppearpnce ' Give paint film is of to insure that surfaces including ^ «e special attention wel�s and ' // ng eoges, corners, crevices, u , n exposed faste �-- - ~ " ners receive a dry film thickness equivalent to that of flat surfaces. - 4. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind = x� fixed equipment or furniture with prime coat nl Permanently - installation of equipment,~ only before final 5. Paint interior surfaces of ducts, h c s, w ere visible through regis- ters or grilles, with a flat, non -specular black paint 6. Paint back sides of access l ^ panels, and removable or hinged covers to match exposed surfaces. 7. Finish exterior doors on tops, bottoms and side edges same as exterior faces. y = B. Omit first coat (primer) on metal surfaces which have beer, and touch-up painted. B Apply first -coat material to surfaces that have been cleaned, 'pretreated or otherwise erw Painting as soon as practicable aft se PrePared for er preparation and before subsequent surface deterioration. Allow sufficient time bet- ween successive coatings to permit proper drying; Do not - recoat until paint has dried to where it f�els firmsdoes not ' deform or feel sticky under moderate thumb ' cation of another coat of paint does t Pressure' and appli- ^ no cause lifting or loss of adhesion of the undercoat. --- - C. Mi�i��m_Ctin�l_Thi��k����: Apply materials at not less than PAlNTING 09900 manufacturer's recommended` spreading rate, to establish a total dry film thickness as indicated or, if not in|zcated, as recom- mended by coating manufacturer. D. Prim 2: Apply prime coat of materialwhich is required to be painted or finished, and which has not been prime coated by others. Recoat primed and sealed surfaces where there �--s--evi- dence --dence of suction spots or unsealed areas in first coat,.� o assure a finish coat with no burn -through or other defects due to insufficient sealing. E. P� ��t�d~, �) F/_ishe�: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. Use multiple coats to produce glass smooth surface film of even luster. Provide a finish free of laps, cloudiness, color irregularity, runnsv brush marks, orange peel, nail holes or other surface imperfections. Provide satin finish for final coats. G. C9fflalK9d_W9rk: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in complzance with specified requirements. 3.05: CLEAN�Up OTECTION: � A. CleaQ::U[l: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work, clean window glass and other paint spattered` surfaces. Remove spattered paint by proper methods of washing and scraping, using car not to scratch or otherwise damage finished surfaces. B. RgtOStig[l: Protect work of other trades, whether to be paint- ed or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. 1. Provide "Wet Paint" signs as required to protect newly -painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of paint- ing operations. 2. At completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces. 3.06: PAINT SCHEDULE: PPG numbers; � Coat ` Description No. MWF Transparent Finish 1st sealer/primer 77-1 3.2 2nd varnish 3.2 3rd same 77-9 Ferrous Metals 1st primer 2nd enamel 3rd same END OF SECTION 09900 6-2084 6-90 5.0 4.0 PAINTING 09900 - 4 A/ SECTION 15k000 - MECHANICAL ' 1.1 Every contractor shall be responsible for all his work fitting into place in a satisfactory and neat workmanlike manner in every particular to the �pproval of the Owner. 1.2 Confer with the General Contractor and other Contractors regarding the location and size of �ipes, equipment, fixtures conduit, ducts, openings, switches' outlets, etc., in order that there be no interferences between the installation '' o or progress of the work of any Contractor �n the project. The '-A'chitectural Drawings shall take precedence over the Mechanical �a� or Electrical Drawings. 1.3 The Mechanical and Electrical Drawings are diagrammatic and shall be followed as closely as actual construction of the building and the work of other trades will allow. All chances from Drawings necessary to make the work of each Contractor conform to the building construction and the work 'f other trades shall be done at the appropriate Contractor's exoese. 1.4 Should any bidder consider that arty requirement' of these specifications and drawingsh ' will ho k a s� the operation of any portion or the whole installation impossible, he must describe in his bid changes he deems necessary. Failure to do so shall be considered as an agreement on the part of the bidder to guarantee the effective operation of the instalIat4Lon. 1.5 All equipment shall be installed complete with all necessary fittings, supports, accessories, etc., as necessary for a � complete installation, providing the desired function. All equipment shall be installed in accordance with manufacturer's recommended procedure unless specifically stated otherwise. 1.6 Nothing in these specifications or drawings shall be construed as directing any contractor from deviating from any legally binding code or ordinance. 2. 2.1 Mechanical submittals shall follow the following format: A. Submittals shall be assembled in plastic bound 3 -ring binder. B. Tabs shall be provided for each specification section whether submittals are required for that section or not. Sections which require no submittals shall have the single page inserted which C. Each tab shall display the appropiate specification section D. Submittal information shall be organized within each tabbed section in the same order as in spec section. 3. RETURN AIR_PLENUMS 3.1 Return air plenums are being � provided above certain ' ceiling areas by the General Contractor for use as return air lenums in Connection with the heating and ventilat�no s}�stems. See architectural and/or Mechanical Drawings for -exact locations. 3.2 Air tightness around these plenums shall be maintained by the Mechanical and Electrical Contractors, as well as by the Gen=ral Contractor. 3.3 Ducts and pipes which enter these pleenums shall do so through steel or sheetm�atal sleeves which are tightly grouted into the construction, and with the space . ace between the duct or pipe (or its continuous insulation) and the sleeve tightly and pemanently sealed with modular sleeve seals. ' 3.4 All boxes in electrical conduit systems which can admit air into return air plenums through connecting conduit systems be filled tightly with approved compound All conduit,system ~t , u sys ems �n return air plenums shall be airtigh� . -- --- ^^ ^ 4. O 4.1 Most openings required in wall, floor, roof, ceiling etc construction for Mechanical and Electrical Work will b ' �' x e provided b>/ the General Contractor i accordance -' --�� ~ n acoor anoe with information furnished by the Mechanical and Electrical Contractors All sleeves, inserts, forms etc., required for openings shall be furnished by the Contractor reqoiring same. The Meoha�ical an. Electrical Contractors shall be responsible for their ^ize " fabrication, and location. Installation will be by General Contractor. Where new work has been install d � '' ^ e prevzous to such request. the General Contractor will do th patching`at the expense of the Mechanical e necessary cutting and and ��IectricaI Contractor. 5. 6. 6.1 Unless otherwise specified the Electrical Contractor will furnish and install all conduit, wiring, disconnects starters thermal overload heaters holdin il ' ' , g co s, remote pushbutton stations, Hand -Off -Auto and multi-sp/sd switches, and pilot lights for all electrically operated mechanical equipment including final connections leaving items read f ' y or operation. 6.2 Where starters are an int l t f ergra par o the equipment the Electrical Contractor shall furnish� and 'install all wiring and make all final connections to the line side of the starter or disconnect device. All wiring beyond this point shall' be by the mechanical contractor furnishimg the motor. 6.3 The Mechanical Contractor shall provide all control devices such asthermostats, pressure sensors, humidistats, etc associated with the mechanical equip " ^ment, and shall install those items which due to their method of operation must be connected or integrated into the equipment. Items not attached tomechanical equipment, duot or piping shall be installed by the Electrical Contractor. All wiring for mechanical control shall be�^ovided and installed by the Electrical Contractor, irreagardles=of who installed the device. Control diagrams shall be -provided by the Mechanical Contractor. 6.4 Each contractor shall consult with the Electrical Contractor before ordering or installing eqmipment, to coordinate the motor, starter, holding coil, overload, interlocks, etc. and shall be ' equally responsible to insure that the equipment installed is of proper size and type. 6.5 After wiring is completed by the Electrical Contractor, each Mechanical Contractor shall ins"ect the appropiate w^ before motors are operated~ If discrepancies screpanoies are discovered the Mechanical Contractor shall notify the Owner in �writing Th eOwner shall arramge to have the chances made as require-. ~f terany required ohanUesare complete, the Meehanical Contractor who the motor shall assume complete responsibility formotor protection durin the warran t per�od including initial startup of each motor. 7. 7.1 Furnish for approval two complete Maintenance Manuals for all materials and equipment. Each manual shall include: Approved shop drawings. Wiring diagrams. Operating instructions. Lubrication instructions. Maintenance instructions. Parts lists. Test reports. 7.2 Each manual shall be 8 1/2" x 11" and bound in a 3 ring binder. Provide tabbed dividers labeled with the above divisions. 8.1 Each contractor shall instruct the Owner's representative in the operation and maintenance of each system. Instruction periods shall include as a minimum 2 visits of 8 hours per visit These visits shall be t the -- - . a e convenience of the Owner. Submit a letter signed by the Owner certifying satisfactory ^ completion ofinstructional activities. 15000-3 9^ FINAL INSPECTION 9.1 Final inspection will be made only after the Contractor certifies in writing that the work is 100% comp1ete. 9.2 An inspection report describingincomplete/or unacceptable work will be preoared. This will 6e reviewed with the Contractor at the project site. ` 9.3 After the incomplete or unacceptable work is 100;t corrected the Contractor shall so certify in writing to the Owner. 10. 2ROJECT CLOSEOUT 10�1 The following requirements must be fully completed before the final application for payment will be accepted or approved. Final inspection performed and all corrections made. Submittal of: Maintenance manual. Owner instruction certification letter. Equipment warrantees. Written receipt for All loose items. END OF SECTION 15000 15000-4 SECTION 15060 - PIPE, TUBE, AND FITTINGS 1. 1.1 Components specified in this section include the following: Piping Materials. Pipe/Tube Fittings. MisceIlaneous Piping Materials/Products. Piping Specialities. Supports, Anchors and Seals. Valves. Meters and Gauges. 1.2 piping systems specified here include the following: . Heating Water Piping. Fire Protection Piping. 2. 2.1 MSS Standard Compliance: Provide pipe hangers and supports of which materials, design, and manufacture comply with ANSI/MSS SP -58. Select and apply pipe hangers and supports, complying with MSS SP -69. Fabricate and install pipe hangers and supports, complying with MSS SP -89. Terminology used in this section is defined in MSS SP -90. 2.2 Valve Type: Provide valves of same type by same manufacturer. 2.3 Install fire protection piping in accordance with NFPA 13. 3. 3.1 Product Data: Submit catalog cuts, specifications, installation instructions, and dimensioned drawings for each type of pipe, tube, and fitting. Submit piping schedule showing Manufacturer, pipe or tube weight, fitting, and Joint type for each piping system. 3.2 Product Data: Submit catalog cuts, specifications, installation instructions, and dimensioned drawings for each type of support, anchor, and seal. Submit pipe hanger and support schedule showing Manufacturer's figure number, size, location, and features for each required pipe hanger and support. 15060-1 3.3 Product Data: Submit catalog cuts, specifications and instructions, installationd di ' an menszoned drawings for each type of valve. Include pressure drop curve or chart for each type and size of valve. Submit valve schedule showing Manufacturer's figure number, size, location, and valve features for each reouired valve. 3.4 As -Built Drawings: Provide as -built drawings for each piping system specified. 3.5Submit certificate upon completion of fire' protection piping work which indicates that work has been tested in accordance with NFPA 13, and also that system is operational, complete and has no 4. 4.1 General: Provide pipe material indicated for each service. Piping components shall be as follows: Black Steel Pipe: A SI/ASTMA 53, A 106 or A 120. S. PT PE/TUBE_FITTTNGSI 5.1 General: Provide factory -fabricated fittings of type indicated for each service and pipe size. Provide sizes and types matching pipe connection in each case. Fittings shall be as follows: Steel Pipe: Malleable Iron Threaded Fittings: ANSI B16.3; plain or galvanized as indicated. ` Pipe Nipples: Fabricated from same pipe as used for connected pipe; ecxept do not use less than Schedule 80 pipe where length remaining unthreaded is less than 1-1/2". and where pipe size is less than 1-1/2"1 and do not thread nipples full length (no close -nipples). 6. 7. PIPINg_gegQvAL1TjEgj 7.1 Pipe Escutcheons: Provide pipe escutcheons as specified ' herein with inside diameter closely fitting pipe outside diameter, or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe sleeve extension, if any. Furnish pipe escutcheons with nickel or chrome finish for occupied areas, prime paint finish for unoccupied areas. 7.2 Dielectric Unions: Provide standard products recommended by manufacturer for use in service indicated which effectively isolate ferrous from non-ferrous piping (electrical conductance), prevent galvanic action, and stop corrosion. 7~3 Pipe Sleeves: Provide pipe sleeves of one of the following: Sheet -Metal: Fabricate from galvanized sheet metal; round tube closed with snaploch joint, welded spiral seams, or welded longitudinal Joint. Fabricate from the fol}owino gages: 3" and smaller, 20 gage; 4^ to 611,' 16 gage; over -6", 14 gaae. Plastic -Pipe: Fabricate from Schedule 80 PVC plastic pipe; remove burrs. 7.4 Sleeve Seals: Provide sleeve seals for sleeves located in foundation walls below grade, or in exterior walls of the following material: Mechanical Sleeve Seals: Modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill annular space between pipe and sleeve, connected with bolts and pressure plates which cause rubber sealing elements to expand when tightened, providing watertight seal and electrical insulation. 7.5 Sprinkler Heads: Provide chrome plated automatic pendent sprinkler heads at locations indicated. S. _ 8.1 General: Provide factory -fabricated hangers and supports of the following MSS types listed. Use only one type by one man ofact urer for each piping service. Select size of hangers and supports to exactly fit pipe size for bare piping, and to exactly fit around pioing insulation with saddle or shield for insulated piping. Provide copper -plated hangers andsupports for copper -piping systems. Select size of vertical piping clamps to exactly fit pipe size of bare oioe. 8.2 Hancers shall be as follows: Adjustable Steel Clevises: MSS Type 1. Steel Double Bolt Pipe Clamps: MSS Type 3. Adjustable Steel Band Han : MSS Type 7. Two -Bolt Riser Clamp: MSS Type S. Four -Bolt Riser Clamps: MSS Type 42. Steel Turnbuckles: MSS Type 13. Swivel Turnbuckles: MSS Type 15. Center Beam Clamps: MSS Type 21. Malleable Beam Clamps: MSS TYpe 30. Protection Saddles: MSS Type 39; filI interior voids with segments of insulation matching adjoining insulation. Protection Shields: MSS Type 40; of length recommended by manufacturer to prevent crushing of insulation. 15060-3 9.1 General: provide factory -fabricated valves recommended by manufacturer for use in service indicated. Provide valves of types and pressure ratings indicated. 9.2 Gate Valves: Select valves designed for repacking under pressure when fully opened, equipped with packing suitable for intended service. Select valves designed so back seating protects packing and stem threads from fluid when valve is fully opened, and equipped with gland follower. Provide the following valves for the indicated piping system: For Heating Water Service: Flanged Ends 2-1/2" and Larger: Class 125, iron body bronze mounted, boted bonnet, rising stem, OS&Y, solid wedge. 9.3 Ball: Select with port area equal to or greater than connecting pipe area, include seat ring designed to hold sealing material. Provide the following valves for the indicated piping systems: For Heating Water Service: Threaded Ends 2" and Smaller:� Class 125, bronze 2 piece body, bronze ball,bronze stem Provide one valve ^ per terminal unit with "memory stop" for balancing purposes of heating water coil. , 914 Additional Valve Featureso Trim: Fabricate pressure -containing components of valve, including stems (shafts) and seats from brass or bronze materials, of standard alloy recognized in valve manufacturing industry. Extended Stem: Increase stem length by 2" minimum, to accommodate insulation applied over valve. 10. 10.1 Temperature/Pressure Gauge Connector Plugs: Provide temperature/pressure gauge connector plugs pressure rated for 500 psi and 200 deg G. Construct of brass and finish in nickel - plate, equip with 1/2" NPT fitting, with self-sealing valve core type neoprene gasketed orifice suitable for inserting 1/8" O.D. probe assembly from dial type insertion thermometer/pressure guage. Equip orifice with gasketed screw cap and chain. Provide extension, length equal to insulation thickness, for insulated piping. 11.1 Provide the following materials for each indicated piping Heating Water and Fire Protection Water Piping System: Schedule 40 black steel, threaded Joint fittings. ` 12.1 Install pipe, tube and fittings in accordance with recognized industry practices which will achieve permanently -leakproof piping systems, capable of performing each indicated service without piping failure. Install each run with minimum Joints and couplings, but with adequate and accessible unions for disassembly and maintenance/replacement of valves and equipment. Reduce sizes (where indicated) by use of reducing fittings. Align piping accurately at connections, within 1/16" misalignment tolerance. 12.2 Locate piping runs, except as otherwise indicated, vertically and horizontally (pitched to drain) and avoid diagonal runs wherever possible. Orient horizontal runs parallel with walls and column lines. Locate runs as shown or described be diagrams, details and notations .r, if not otherwise indicated, run piping in shortest route which does not obstruct usable space or block access for servicing building and its equipment. Hold piping close to walls, overhead construction. columns and other structural and permanent -enclosure elements 'fbuilding; limit clearance to 1/2" where furring is shown for enclosure or concealment of piping, but allow for insulation thickness, if any. Where possible, locate insulated piping in finished` and occupied spaces, conceal piping from view, by locating in column enclosures, in hollow wall construction or above suspended ceilings; do not encase horizontal runs in solid partitions, except as indicated. 12.3 Electrical Equipment Spaces: Do not run piping through transformer vaults and other electrical or electronic equipment spaces and enclosures unless unavoidable. Install drip pan under piping that must be run through electrical spaces. 12.4 Piping System Joints: Provide Joints of type indicated in each piping system. Thread pipe in accordance with ANSI B2.1; cut threads full and clean using sharp dies. Ream threaded ends to remove butts and restore full inside diameter. Apply pipe Joint compound, or pipe Joint tape (Teflon) where recommended by pipe/fitting manufacturer, on male threads at each Joint and 15060-5 tighten joint to leave not more than 3 threads exposed. 13. 13.1 Pipe Escutcheons: Install pipe escutcheons on each pipe penetration thru floors, walls, partitions, and ceilings where penetration is exposed to view; and on exterior of building. Secure escutcheon to pipe or insulation so escutcheon covers penetration hole, and is flush with adjoining surface. 13.2 Dielectric Unions: Install at each piping Joint between ferrous and non-ferrous piping~ Comply with manufacturer's installation instructions. 13.3 Sleeves: Install pipe sleeves of types indicated where piping passes through walls, floors, ceilings, and roofs. Do not install sleeves through structural members of work, except as detailed on drawings, or as reviewed by Architect/Engineer. Install sleeves accurately centered on pipe runs. Size sleeves so that piping and insulation (if any) will have free movement in sleeve, including allowance for thermal expansion; but not less than 2 pipe sizes larger than piping run. Where insulation includes vapor -barrier Jacket, provide sleeve with sufficient clearance for installation. Install length of sleeve equal to thickness of construction penetrated, and finish flush to surface; except floor sleeves. Extend floor sleeves 1/4" above level floor finish, and 3/4" above floor finish sloped to drain. Provide temporary support of sleeves during placement of concrete and other work around sleeves, and provide temporary closure to prevent concrete and other materials form entering sleeves. 13.4 Install sheet -metal sleeves.at interior partitions and ceilings other than suspended ceilings. 13.5 install plastic -pipe sleeves except as otherwise indicated. 23.6 Sleeve Seals: install inaccordance with the following: Mechanical Sleeve Seals: Loosely assemble rubber links around pipe with bolts and pressure plates located under each bolt head and nut. Push into sleeve and center. Tighten bolts until links have expanded to form watertight 14. 14.1 Install building attachments at required locations within concrete or on structural steel for proper piping support. Space attachments within maximum piping span lenth indicated in MSS SP -69. Install additional building attachments where support is required for additional concentrated loads, including yalves, flanges, guides, strainers, expansion joints, and at changes in direction of piping. 14.2 Install hangers, supports, clamps and attachments to suoport piping properly from building structure, comply with MSS SP -69. 15060 Arrange for grouping of parallel runs of horizontal piping to be supported together on trapeze type hangers where possible. Install supports with maximum spacings complying with MSS SP -69. Where piping of various sizes is to be supported together by trapeze hangers, space hangers for smallest pipe sizeorinstall intermediate supports for smaller diameter pipe size. Provide pipe straps for all trapeze -supported pipe. Do not use wire or perforated metal to support piping, and do not support piping from other piping. 14.3 Install hangers -and supports complete with necessary inserts, bolts, rods, nuts; washers and other accessories. Install hangers and supports of same type and style as installed for adjacent similar piping. 14.4 Provisions for Movement: Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors, and to facilitate action of expansion Joints, expansion loops; expansion bends and similar units. 14.5 Load Distribution: Install hangers and supports so that piping live and dead loading and stresses from movement will not be transmitted to connected equipment. 14.6 Insulated Piping: Comply with the following installation requirements. Shields: Where low -compressive -strength insulation or vaoor barriers are indicated on cold or chilled water piping, install coated protective shields. For pipe 8" and over, install wood insulation saddles. . 15.1 General: Except as otherwise indicated, comply with the following requirements: install valves where required for orooer operation of piping and equipment including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary. install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward for horizontal plane unless unavoidable. Install valve drains with hose -end adapter for each valve that must be installed with stem below horizontal plane. 15.2 Insulation: Where insulation is indicated, install extended -stem valves, arranged in proper manner to receive insulation. 15.3 Applications Subject to Corrosion: Do not install bronze valves and valve components in direct contact with steel, unless 15060-7 bronze and steel are separated by dielectric insulator. Install bronze valves in steam and condensate service and in other services where corrosion is indicated or can be expected to occur. 16. 1N5TALLATIQN_0F_TEMPERA"URE PRESSURE GAUGE 16.1 Install plugs at terminal devices so that the plugs will be isolated from the supply/return piping by the balancing/shutoff valves. 17v NG N-gE-OgSil��-IOIER-�������� 17.1 General: Connect to existing stub out and route to fan terminal unit. 17.2 Shuttoff Valves: Install on inlet and outlet of each' terminal device. 18.1 Connect to existing sprinkler drops and extend down through ceiling and provide new chrome plated automatic sprinkler heads. 18.2 Offset sprinkler piping as necessary - to avoid waIls, c�ili.etc.tees, light fixtures, et. Install all sprinklers a minimum �of 24'' from any walI except in hallways where the sprinklers shall. be centered. Contractor to verify location of all existing fire protection devices. 1811 General: Flush out Piping systems with clean water before proceeding with required test. Inspect each run of each system for completion of Joints, supports and accessory items. 18.2 Disinfect water mains and water service piping in accordance with AWWA C601. J-3. PIPING -TESTS: 19.1 Water Piping Test: Provide temporary `equipment for testing, including pump and gages. Test piping system before insulation is installed wherever feasible, and remove control devices before testing. Test each natural section of each piping system independently but do not use piping system valves to isolate sections where test pressure exceeds valve pressure rating. Fill each section with water and pressurize for indicated pressure and time. Required test Period is 2 hours. Test long runs of Schedule 40 pipe at 150 psi, except where fittings are a lower Class or pressure rating. Test each Piping system at 150% of operating pressure indicated, but c , u not less than 25 psi test pressure. Observe each testsection for leakage at end of test period. Test fails if leakage is observed or if pressure drop exceed 5){ of test pressure. 19.2 Repair piping sections which do fail required piping test by disassembly and re -installation, using new materials to extent required to overcome leakage. Do not use chemicals, stop-leak- oompounds mastics or other,temporary , , emporary repair methods. 19.3 Drain test water from piping systems afte�, testing and repair work has been completed. � END OF SECTION 13060 SECTION 15250 - MECHANICAL INSULATION 1. DESCRIPTION OF WORK: 1.1 Types,of mechanical insulation specified in this section include the following: Piping System Insulation: Heating Water Piping Systems. System Systm Insulation: Dual Temperature Ductwork. 2. .QUALITY ASSURANCE: 2.1 Flame/Smoke Ratings: Provide composite mechanical insulation (insulation, jackets, coverings, sealers, mastics and adhesives) with flame -spread rating of 25 or less, and smoke-develcxped rating of 50 or less. as 'tested by ANSI/ASTM E 84 (NFPA 255) 3. 3.1 Product Data: Gubmit man ufact urer's speoific�ations and installation instruct�ons for each type of mechanical insulation. Submit schedule showing manufacturer's �roduct number, thickness, and furnished accessories for each mechanical system requiring insulation. 3.2 Maintenance Data: Submit maintenance data and replacement material lists for each type of mechanical insulation. Include this data in maintenance manual. PART 2 - PRODUCTS 4. PIPE -INSULATION MATERIALS: 4.1 Fiberglass Pipe Insulation: FS HH -I-558, Form D, Type III, Class as indicated. Provide Class 12 for piping where highest temperature does not exceed 450 deg. F (232 deg C). Fiberglass Pipe Fitting Insulation: FS HH -I-558, Form E, Class as indicated. Provide Class 16 for use with Class 12 fiberglass pipe 15250-1 insulation, where temperature does not exceed 450 Deg F (232 deg M. 4.2 Vacor Barrier Material: FS Hu -o-100, Type Ir paper -backed ked aluminum foil, except as otherwise indicateo, strength and permeability rating equivalent to adjoining Pipe insulation jacketing. - - 4.3 Staples, Bands, Wires, and Cement: As recommended by insulation manufacturer for applications indicated. 4.4 Adhesives, _SeaIers,_and Protective Finishes: As recommended by insulation manufacturer f6r''applications indicated. 5. 5.1 All insulated duct to be lined. Bee Division -.5 section "Low Pressure Ductwork" for information on duct lining. PART 3_=_EXECUTION 6. ON: 6.1 Insulate each heatinc3 water Piping system with: Insulation: Fiberglass; I" thiok for pipe sizes u� to and including 611, 1-1/2" thick for pipe sizes over 6". 7. INSTALLATION OF PIPING INSULATION: 7.1 General: Install insulation products �n accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that insulation serves its intended purpose~ 7.2 Install insulation on pipe systems subseouent to testing and acceptance of tests. 7.3 Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with full-length units of insulation, with single cut piece� to complete run. Bo not use cut pieces or scraps abutting each other. 7.4 Clean and dry pipe surfaces prior to insulation. Butt insulation Joints firmly together to ensure complete and tight fit over surfaces to covered. 7.5 Maintain integrity of vapor -barrier Jacketson pipe insulation, and protect to prevent puncture or other damage. 7.6 Cover valves, fittings and similar items in each piping system with equivalent thickness and composition of insulation as applied to adjoining pipe run. Install 'factory molded, precut or Job fabricated units (at Installer's option) except where 7.7 Extend piping insulation without interruption through walls, floors and similar piping penetrations, except where otherwise indicated. 7.8 Install protective metal shields and insulated inserts wherever needed to prevent commpression of insulation. 7.9 Pipe Hanger Insulation Inserts: Butt pipe insulation against pipe hanger insulation inserts. For hot pipes, apply 3 inch wide vaoor barrier tape or band over the butt Joints. For cold .�i�ing apply wet coat of vapor barrier lap cement on butt Joints and seal Joints with 3 inch wide vapor barrier tape or band. S. PROTECTION AND REPLACEMENT: 8.1 Replace damaged insulation which cannot be reoaired satisfactorily, including units with vapor barrier' damage and moisture saturated units. 8.2 Protection: Insulation Installer shall advise Contractor' of required protection for insulation work during remainder of construction period, to avoid damage and deterioration. END OF SECTION 15250 SECTION 15740 - TERMINAL UNITS PART,1_- GENERAL 1. DESCRIPTION OF WORK: 1.1 Types of terminal units required for proJeot include the following: Constant volume fan -coil units. =. QUALITY ASSURANCE: 2.1 UL Compliance: Provide electrical components for terminal units which have been listed and labeled by Underwriters Laboratories (0-). 3. 3.1 Product Data: Submit manufacturer's specifications f . terminal units showing`dimensions. capacities, ratings, performance characteristics, gages and finishes of materials, and installation instructions. 3~2 ShoP Drawings: Submit assembly -type shop drawings showing unit dimensions, construction details, and field connection details. ` 3.3 Maintanance Data: Submit maintenance instruct .ions. includin" lubrication instructions, filter replacement, motor and drive - replacement, and spare parts lists. Include this data in maintenance manuals. PART 2 - PRODUCTS 4. CONSTAIkIT-VOLUME FAN TERMINAL: 4.1 General: Provide Environmental Technologies constant volume fan terminal identical to those already in D. -lace. Provide with 277 volt motor, 1 row hot water heating coil. FC402 control system including normally open damper with factory mounted pneumatic actuator. Solid state speed control is provided. 4.2 pneumatic Thermostat: Provide Powers pneumatic two pipe 4.3 Note: No alternates allowed these items. PART 3 - EXECUTION 5. IN 5.1 General: Install fan terminal units as indicated, and in accordance with manufacturer's installation instructions. 5.2 Install piping as indicated. 6. ERMINAL UNITS: 6.1 General: After construction is completed, including painting, clean unit exposed surfaces, vacuum clean terminal coils and inside of cabinets. END OF SECTION 15740 15740-2 ` SECTION 15841 - LOW PRESSURE DUCTWORK ` 1.1 Types of low pressure ductwork required for project include the following: Galvanized steel duct. Factory -insulated flew duct. 1.2 Ductwork components specified herein include the following: Ductwork Materials. Duct Accessories. Outlets and Inlets. 2°QUALITY ASSURANCE:' 2.1 SMACNA Standards: Comply with .ACNA "Low Pressure Duct Construction Standard" for fabrication and installation of low pressure ductwork. ' 2.2 NFPA Compliance: Combly with ANSI/NFPA 90A "Standard for the Installation of Air Conditioning and Ventilating Systems" and ANSI/NFPA 90B "Standard for the Installation of Warm Air Heating and Air -Conditioning Systems". 2.3 UL Compliance: Provide flexible air duct which complies with reouirements of Ul 161 and is c lassified as Class 1 air duct. 3. 3.1 Product Data: Submit manufacturer's specifizations on manufactured products and factory -fabricated ductwork and duct accessories. 3.2 Shop Drawings: Submit dimensioned layouts of ductwork showing both the accurately scaled ductwork and its relation to space enclosure, Show modificationsof indicated requirements, made to conform to local shop practice, and how those modifications ensure that free area, materials, and rigidity are not reduced. 3.3 Record Drawings: At project closeout, submit record drawings of installed ductwork, duct accessories, and outlets and inlets; in accordance with recuirements of Division 1. 3.4 Product Data: Submit manufacturer's data on outlets and 15841-1 inlets including the foIlowino: Schedule of outlets and inlets indicating drawing designation, room location, number furnished, model number, size, and accessories. Data sheet for each type of outlet and inlet, and accessory � furnished; indicating construction, finish, and mounting detail. Performance data for each type of outlet and inlet furnished, including aspiration ability, temperature and velocity traverses, throw and drop, and noise criteria 'ratings. Indicate selections on data. _= PRODUCTS 4. 4.1 Exposed Ductwork Materials: Where ductwork is indicated to be exposed to view in occupied spaces, provide materials which are free from visual imperfections including pitting, seam marks, roller marks, oil canning, stains and discolorations, and other imperfections, including those which would impair painting. 4.2 Sheet Metal: Except as otherwise indica�ed'' facric/te ductwork from galvanized sheet steel complying with ANSI/ASTM A 5271 lockforming quality, with ANSI/ASTM A 525, G90 zinc coating; mill phosphatized for exposed locations. '' 4.3 Factory -Insulated Flexible Duct: provide CertainTeed "Certaflex 7, or approved equal. Flex duct shall be factory assembled with reinforced et Iize d l m a mylar outer jacket, 1 1/2" thick fiberglass insulation blanket wrapped around continuous inner air barrier of double -layer polyester with the inner air barrier reinforced with an encapsulated steel wire helix. 5. M RK MATERTALSI 5.1 Duct Liner: Fibrous l , ous g assr complying with Thermal Insulation Manufacturers Association (TIMA) AHC -101; 1" thick. 51.2 Duct Liner Adhesive: Comply with Adhesive and Sealant Council, Inc. (ASC) ASC -A-7001. 5.3 Duct Liner Fasteners: Comply with SMACNA 5.4 Duct Sealant: Non -hardening, non -mi -rating mastic or liquid elastic sealant (type applicable for fabrication/installation detail) as compounded and recommended by manufacturer specifically for sealing Joints and seams in Suctwork. 5.5 Ductwork Support Materials: Except as otherwise indicated, provide hot -dipped galvanized steel fasteners, anchors, rods, straps, trim and angles for support of ductwork. 5.6 Flex Duct Sealant Tape: Utilize ARNO C-520-2" or approved equal duct tape to seal inner liner to stub out. 5.7 Flex Duct Outer Jacket Clamp: Provide Panduit PLT -IH or approved equal strap to clamp outer jacket and inner liner to stub out collar. '' 6. 6.1 Shop fabricate ductwork in 4, 8, 10 or 12 -foot lengths, unless otherwise indicated or required to oomplete runs. 6~2 Shop fabricate ductwork of gages and reinforcement complying with SMACNA "Low Pressure Duct Standards - 5th Edition". 6.3 Fabricate duct fittings to match adjoining ducts, and to comply with duct requirements as applicable to fittings. Limit angular tapers to 369 deg. for contracting tapers and 20 deg. for expanding tapers. Mahe square elbows having 4 gores(90 degree) or 2 gores(45 degrees) as appropiate. 6.4 Dimensions shown on drawing are net open area. 7. 7.1 Low Pressure Manual Dampers: Provide dampers of single blade type or multiblade type, constructed in accordance with SMACNA "Low Pressure Duct Standards". - 7.3 Fabricated Turning Vanes: Provide fabricated turning vanes and vane runners, constructed in accordance with SMACNA"Low Pressure Duct Standards". 7.4 Manufactured Turning Vanes: Provide turning vanes constructed Of 1_1/2" wide curved blades set at 3/4" o.c., supported with bars perpendicular to blades set at 2" o.c., and set into side strips suitable for mounting in ductwork. 7.5 Duct Hardware provide duct hardware, manufactured by 1 manufacturer for all items on project, for the following: Quadrant Locks: Provide for each damer; quadrant lock device on one end of shaft; and end bearing plate on other end for damper lengths over 12". Provide extended quadrant locks and end extended bearing plates for externally insulated ductwork. Interface installation of duct accessories properly with other work. 7.6 Spin -In Taps: Provide factory -fabricated spin -in taps for locations where flex duct stubs into the side of a trunk duct. Provide tap with scoop and butterfly damper. 8. CEILING_AIR_DIF-USERS1 8.1 General: Provide manufacturer's standard ceiling air diffusers where shown; of size, shape capacity and type indicated; constructed of materials and components as indicated, and as required for complete installation. 8.3 CeilingCompatibilitY: Provide diffusers with border sty. -es that are compatible with adjacent ceiling systems, and that re specifically manufactured to fit into ceiling module with - accurate fit and adeguatesupport. Refer to general construction drawings and specifications for types of ceiling systems which will contain each type of ceiling air diffuser. 8.4 Types: Provide ceiling diffusers of type, capacity and with accessories and finishes as listed on diffuser schedule. The following requirements shall apply unless noted otherwise. ` 8.5 Diffuser Faces: Provide square housing, core of sguare concemtrio louvers, square or round duct �onnection. 8.7 Diffuser Mountings: Provide diffusers with flush perimeter flange and casket to seal against ceiling or provide diffuser housing sized to fit between ceiling exposed suspension tee bars and rest on top surface of tee bar. 8.8 Diffuser Patterns, Provide fixed Iouver face for 4 direction air flow unless specified otherwise. ^ 8.9 Diffuser Dampers: Provide adJustable opposed blade damper assembly, key operated from face of diffuser on allu�ply and exhaust diffuser or grilles unless specified otherwise. 8.169 Diffuser Accessories: Provide curved blade extractor mounted on adjustable frame to product air scoopin� action in duct at diffuser take -off. Provide tools designed to fit through diffuser face and operate volume control device and/or mattern 8.11 Diffuser Finishes: Provide semi -gloss white enamel prime finish unless specified otherwise. PAR 3_ - _EXECUTION g. I 9.1 General: Assemble and install ductwork in accordance with recognized industrypractices which will achieve air tight (5% leakage) and noiseless (no obJectional noise) systems, capable of performing each indicated service. Install each run with mini�um of Joints. Alion ductwork accurately at connection, within 1/8" misalignment tolerance and with internal surfaces smooth. � Support ducts rigidly with suitable ties, braces, hangers and anchors of type which will hold ducts true -to -shape and to prevent buckling. 9.2 Seal ductwork, after installation, to seal class recommended, and method prescribed in SMACNA "Low Pressure Duct Standards - 5th Edition". 9.3 Complete fabrication of work at project as necessary to match shop -fabricated work and accommodate install -tion requirements. 9.4 Locate ductwork runs vertically and horizontally and avoid diagonal runs wherever possible. Hold ducts close to walls, overhead costruction, columns and other structural and permanent_enolosure elements of building. Limit clearance to 1/2" where furring is shown for enclosure or concealment of ducts, but allow for insulation thickness, if any. Where possible, locate insulated ductwork for 1" clearance outside of insulation. Wherever possible in finished and occupied spaces conceal ductwork form view, by locating in mechanical shafts ' hollow wall construction or above suspended ceilings. Do n� encase horizontal runs in solid partitions, except as -` specifically shown~ Coordinate layout with i. g suspended ceiling and lighting layouts and similar finished work. -- '' '' 9.6 Where ducts pass through interior partitions and exterior walls, conceal space between construction opening and duct or duct -plus -insulation with sheet metal flanges of same gage as duct. Overlap opening on 4 sides b' at least 1-1/2". 9.7 Coordinate duct installations with installation of accessorzesr dampers, coil frames, equipment, controls and other associated work of ductwork system. 9.8 Support ductwork in manner complying with SMA |A "Low Pressure Duct Standards - 5th Edition" hangers and supports section. 10. I 10L1 General: Install flexible duct in accordance with manufaot4rer's printed instructions. 10.E Sealing Inner Liner: Tape inner liner to stub out collar or diffuser collar with two wraps of indicated duct tape. Ensure air tight connection.. 10.3 Sealing Insulation/Outer Liner: After sealing the inner liner, place the insulation and outer Jacket over the liner seal and tape the outer Jacket to the collar with two wraps of duct tape. Wrap in overlapping helical fashion. Tuck outer jacket periodically as necessary to make air tight Joint. 10.4 Outer Clamping Band: Install Panduit PLT -H strap with Panduit tool #GS4H-120 over outer and inner seals. Install snug. Hand -installed straps will not be acceptable. 11. I LATION OF_OUTLETS_AND_INLETS: 11.1 General: Install outlets and inlets in accordance with manufacturer's written instructions and in accordance with recognized industry practices to insure that products serve intended functidns. 11.2 Coordination with other work, including ductwork and duct accessories, as necessary to interface installation of outlets and inlets with other work. 11.3 Locate ceiling air diffusers, registers, and grilles, as ' indicated on general construction "Reflected Ceiling Plans". otherwise indicated, locate units in center of acoustical ceiling modules. 12. CLEANING_AND_PROTECTIONI 12.1 Clean ductwork internally, unit -by -unit as it is installed, of dust and debris. Clean external surfaces of foreign ="' substances which might cause corrosive deterioration' of metal or where ductwork is to be painted, might interfere with painting o'' cause paint deterioration. ^ 12.3 Temporary Closure: At ends of �ducts which are not connect/~d to equipment or air distrubution devices at time of ductwork inst0lationj provide temporary closure of polyethylene film or other covering which will prevent entrance of dust and debris until time connections are to be completed. END OF SECTION 15841 SECTION 16000 -^ GENERAL ELECTRICAL REQUIREMENTS 1. GENERAL 1.1 Every Contractor shall be responsible for all his work fittin� into plaoe in a sstisfactory and neat workman--`�---m�nner-~-�- zn every particular to the approval of the Owner. -- — 1.2 Confer with the General Contractor and all other Contractors regarding the location and sizes of pipes, equipment, fixtures conduit. ducts, openings, switches, outlets, etc., in order that there may be no interferences between the installation or the Progress of the work of any Contractor on the pro2ect. The Architectural Drawings shall take precedence over the Mechanical and Electrical Drawings. 1.3 The Mechanical and Electrical Drawings are diagrammatic and shall be followed as closely as actual construction of the building and the work of other trades will permit~ All changes from the Drawings necessary to allow for the work of other trades shall be done at the appropriate Con -1. ractor's expense. 1.4 Should any Bidder consider that any requirements of the Specifications and/or Drawings will make the effective operation of any portion or the whole installation impossible, he must embody in his proposal, stipulation for any changes which he deems necessary. The failure . to do so shall be considered as an agreement on the part of the Bidder to guarantee the effective operation of said installation. 1.5 All equipment shall be installed complete with all necessary fittings, supports. etc., as necessary for a complete installation, providing the desired function. All equipment shall be installed in accordance with Manufacturers' recommended procedures unless specifically stated otherwise. 1.6 Nothing in these Specifications and/or Drawinus shall be construed as directing any Contractor from deviatfrom �om any legally binding code or o' i .ance. 2. 2.1 Electrical sUbrilittals shall follow the following format: A. Submittals shall be assembled in a single plastic bound 3-rina binder. B. Tabs shall be provided for each specification section whether submittals are required for that section or not. Sections which ' require no submittals shall have the single page inserted which reads "NO SUBMITTALS REQUIRED''. ` C. Each tab shall display the appropriate specification secticn D. Submittal information shall be organized within each tabbed section in the same order as in speo section. 3. - 3.1 Return air plenums are being provided above certain ceiling areas by the General Contractor for use as return air plenums in connection with the heating and ventilating systems, See Architectural and/o. Mechanical Drawings for exact locations. 3.2 Air tightness around these plenums shall be maintained by the z Mechanical and Electrical Contractors, as well as y the General Contractor.~ '' 3.3 Ducts and pipes which enter these plenums shall,do -o so through steel or sheet metal sleeves which are tightly grouted into th� construction, and with the space between the duct o' ^ pipe (or the continuous insulation) and the sleeve tightly and permanently sealed with modular sleeve seals. 3.4 All boxes in electrical czonduit� ' �em� which can admit air into return air plenums through connectingcondu-`t systems shall be filled tightly with approved compound. �ll� conduit Sys tems in return air plenums shall be airtight. 4. ION 4.1 Most openings required in walli floor, roof, ceiling, etc construction for Mechanical and Electrical work will be provided by the General Contractor in accordance with information furnished by the Mechanical And Electrical Contractors. All sleeves, inserts, forms, etc., required for openings shall be furnished by the Contractor requiring same. The Mechanical and Electrical Contractors shall be responsible for their size fabrication, and location. Installation will be by General ' Contractor. Where new work has been installed previous to such request, the General Contractor will do the necessary cutting dnd patching at the expense of the Mechanical and Electrical Contractors. 5. 6. 6.1 Unless otherwise specified, the Electrical Contractor will furnish and install all conduit, wiring, disconnects, starters thermal overload heaters, holding coils, remote pushbutton ' Stations, Hand-Off-Autoand multi -speed switches, and pilot lights for all electrically operated mechanical equipment including final connections leaving items ready or f ~' opeCation. 6.2 Where starters are an intergral part of the equi�ment the Electrical Contractor shall furnish a. install all wiring and make all final connections to the line side of the /tarter or disconnect device. All wiring beyond this point shall b. by the Mechanical Contractor furnishing the motor. - 6.3 The Mechanical Contractor shall provide all- control devices such at thermostats, pressure sensors, homidistats, etc., associated with the mechanical equipment, and shall instaIl those items which due to their method of operation must be connected or integrated into the equipment. Items not attached to mechanical equipment, duct or piping shall be installed by the Electrical Contractor. All wiring for mechanical control shall be provided and installed by the Electrical Contractor, irregardless of who installed the device. Control diagrams shall be provided by the Mechanical Contractor. 6,4 EachContractor shall consult with the Electrical Contractor before ordering or installing equipment, to coordinate the motor, starter, holding coil., overload, interlocks, etc. and shall be equally responsible to insure that the equipment installed is of proper size and type. 6.5 After wiring is completed by the Electrical Contractor, each Mechanical Contractor shall inspect the appropriate wiring before motors are operated. If any discrepancies are discovered, the Mechanical Contractorshall notify the Owner in writing. The Owner shall arrange to have the changes made as reguired. After any required changes are complete, the Mechanical Contractor who furnished the motor shall assume complete responsibility for motor protection during the warranty period including initial startup of each motor. 7. MAINTENANCE MANUAL 7.1 Furnish for approval two complete Maintenance Manuals for all materials and equipment. Each manual shall include: Approved shop drawings. Wiring diagrams. Operating instructions. Lubrication instructions. Maintenance instructions. Parts lists. Test reports. 7.2 Each manual shall be 8 1/2" x 11" and bound in a 3 ring binder. Provide tabbed dividers labeled with the above divisions. 8. TESTING 8.1 It shall be the responsibility of this Contractor to furnish all testino equipment and labor necessary to perform any tests 16000-3 required to ensure a proper and correct installation. 8.2 All wires' wiring devices, electrical apparatus, or lighting fixturesfixturesfurnished u�erthis ����, if grounded or �oed, shall be removed and the trouble corrected. 9. DEMONSTRATION OF COMPLETED ELECTRICAL SYSTEMS 9,1 Demonstrate the essential features of the following electrical systems to the Owner: Communic-atz_ons systems. Fire alarm devices. Lighting fixtures. Exit fixtures. Fixtures indoor(standard and emergency). Panelboards. Circuit breakers. Wirino devices. Face plates. Outlets: oon | ience, special p'rpose.. 9.2 Each system shall be demonstrated once only, after completion of testing and acceptance. 93 The demonstrations shall b held . e e o�on completion and acceptance of all systems at a date to be agreed upon in writing by the Owner or his Representative. 9.4 The demonstrations shall be held by this Contractor in the presence of the Owner, and/or his Representative and the Manufacturer's Representatives. 9.5 Demonstrate the functions and locations (in the structure) of each system, and indicate its relationship to the Riser Diagrams and Drawings. ' 9.6 Demonstrate by "start -stop operation" how to work, the controls, how to reset protective devices, how to replace fuses, and what to do in case of emergency. 10.1 Final inspection will be made only after the Contractor certifies in writing that the work is 100% complete. 10.2 An inspection report describing incomplete or unacceptable work will be prepared. This will be reviewed with the Contractor at the proJect site. 10.3 After the incomplete or unacceptable work is i00% corrected the Contractor shall so certify in writing to the Owner. 11. PROJECT CLOSEOUT 11.1 The following requirements must be fully Completed before the final application for payment will be accented or approved. Final insoection performed and all corrections made. Submittal of: Maintenance manual. Equipment warranties. Written receipt for all loose items. END OF SECTION 16000 SECTION 16100 - WIRING I- P99QB12!19N_9E_W93!�i 1.1 Types of wiring componemts specificied in this section include the following: Raceways. Conductors. Boxes and Fittings. 2. AL .6 -.!!Y_i9929Bi@NQg4 2.1 NEMA Compliance: Comply with applicable requirements ments of NEMA standards pertaining to raceways. - 2~2 UL Compliance and Labeling: Comply with provision � of UL safety standards pertaining to electrical raceway - _ y systems; and provide products and components which have been UL -listed and labeled. ---� 2.3 NEC Compliance: Comply with requirements as applicable to construction and installation of raceway systems. 2.4 NEC Compliance: Comply with NEC as applicable to construction and installation of electrical wire, cable and connectors.' 2.5 UL Compliance: Comply with UL standards pertaining to wire cable and connectors. ' 2.6 UL Labels: Provide electrical wires, cables, and connectors which have been UL -listed and labeled. 2.7 NEC Compliance: Comply with NEC is applicable to--�nstruction and installation of electrical wiring boxes and fittings. 2.8 0L Compliance: Provide electrical boxes and fittings which have been UL -listed and labeled. 2.9 ANSI/NEMA Standards Compliance: Comply with ~�^ th ANSI C 1 1 (NEMA Standards Pub No. OS 1) as applicable to sheet -steel outlet boxes device bo , xes, covers and box supports. 3- ARAMAK1. 3.1 Product Data: Submit manufacturer's data including specifications, installation instructions ^ � and general recommendations, for each type of raceway required. 3.2 Product Data: Submit manufacturer's data on electrical wire cable, boxes, and connectors. ' 4. 4.1 General: Provide metal conduit for each service indicated. 4.2 Raceway components shall be as follows: Rigid Steel Conduit: FS WW -C-0581 and ANSI C60.1 Rigid Metal Conduit Fittings: FS W -F-408. Electrical Metallic Tubing(EMT): FS A -C-563 and ANSI C90.3. EMT Fittings: FS W -F-408. ' Flexible Metal'Cond it ex eConduit: FS WW -C-5661 Type 2:Zinc-coated Flexible Metal Conduit Fittings: FW-F-406, Type 1, Class 1, and Style A. Liquid -Tight Flexible Metal Conduit: Provide liquid -tight flexible metal conduit; construct of single strip' flexible, continuous, interlocked, and doub]e-wra�ped steel' - ; galvanize inside and outside; coat with liquid -tight jacket of flexible Polyvinyl chloride (PVC). - - - Liquid-Tight Flexible Metal Conduit Fittings: FS � W -F-406, Type 11 Class 3, Style G. 5. 6. W 6.1 General: Provide wire, cable and connectors of manufacturer's standard materials, as indicated by published product information; designed and constructed as recommended by manufacturer, and as required for the installation. 6.2 Wire: Provide factory -fabricated wire of sizesl ratings, 16100-2 � ' .materials and types indicated for each service UL Type: THHN. ' ` UL Type: TH4. Material: Cooper. Conductors: Solid (AWG 20 to AWG 8 only). Conductors: Concentric -lay -stranded (standard flexibility) Outer Covering: Thermoplastic. ^ ` All circuits shown are to be 120V(power) or - 277V(v/lt lighting) 2��A unless indicated th i _otherwise. v . provzde #12 wire for all circuits 50 feet or less from panelboard, #10 wire for circuits 51 feet to 150 feet and #8 wire for circuits 151 feet to 250 feet. Contractor shall confirm prior to ordering any equipment that available existing circuit breakers at 269A. 7. 7.1 Interior Outlet Boxes: Provide galvanized flat 'rolled sheet steel interior outlet wiring boxes. of types, shapes and si�es, including box depths, to suit each resp/ctive location and - instaIlation; construct_with stamped knockouts in~b^c^ and sides, , and with threaded screw holes with corrosion -resistant- � �~ screws for securina box covers and wiring devices. Interior Outlet Bon Accessories: Provide outlet, box accessories as required for each installation, including mounting brackets, wallboard hangers, extension rings, fixture studs cable clamps and metal t f , straps or supporting outlet boxes, which are compatible with outlet boxes being used and fulfilling requirments of individual wirinu situations. Choice of accessories is Installer's option. 7.2 Junction and Pull Boxes: Provide galvanized code -gage sheet steel Junction and pull boxes with s - , crew -on covers; of types, shapes and sizes, to suit each respective location and installation; with welded seams and equipped with stainless steel nuts, bolts, screws and washers. 7.3 Conduit Bodies: Provide galvanized cast -metal conduit bodies of types, shapes and sizes, to suit re=pective locations and ' installation, construct with threaded -conduit -entrance ends, removable covers, and corrosion -resistant screws. 7.4 Bushings, Knockout Closures, and Lockr7uts: Provide corrosion -resistant punched -steel box knockout cIosures, conduit locknmts and malleable iron conduit bushings, offset connector of types and sizes to suit respective uses and installation. ' 7.5 Floor Outlet Boxes: Provide Hubbell F-1525 box, F-1516 head' and F-1520 floor outlet box and accessories, or approved eoual' Heads, boxes, and plate shall be cast brass. Provide nipple as required for existing floor depth. 8.1 Install electrical raceways where indicated; in accordance with manufacturer's written instructions, applicable requirements of NEC and NECA "Standard of Installation", and complying with recognized industry practices. 8.2 Complete installation of electrical raceways before starting installation of cables/wires within raceways. 8.3 Install flexible conduit for motor connections, and for other electrical equipment connections where subject to movement and vibration. 8.4 Telephone Conduit: Provide 1" EMT conduit for indicated conduit runs. Extend from telephone outlet location(consisting of standard receptacle J -box located 12" A.F.F.) to ceiling space. Provide pull wire for all telephone conduits. 8.5 Conduit Routed in Basement Ceiling Space: Route conduit shown below the first floor level in the existing basement ceiling space. Remove existing basement ceiling tile as required to install conduit, conductor, and hangers. Anchor hangers into existing first floor slab with Rawl "Multi -Calk" or appnmved equal~ 8.6 Connecting to Existing Conduit: Where instructed to utilize existing conduit Contractor shall pull new wire from J -box location to panel and connect to indicated circuit breaker in existing panel. Contractor to verify location of all existing components. 8.7 Installation of Floor Boxes: Core drill existing floor and install new floor box as specified. DO NOT "break" floor out for box installation. Install box in accordance with manufacturer's recommendations. Coordinate location of box with Architect prior to installation. 9. 1N918LL@I1ONOF WI 9.1 General: Install electrical cables, wires and connectors as indicated, in compliance with manufacturer's written instructions, applicable requirements of NEC and NECA's "Standard of Installation", and in accordance with recognized industry practices, 9.2 Coordinate cable and wire installation work with electrical raceway and equipment installation work, as necessary for proper interface. 9.3 Pull conductors together where more than one is being ` installed ina raceway. 9.4 Use pulling compound or lubricant, where necessary; compound must not deteriorate nd t conductor or or insulation. ` 9.5 Use pulling means, including fish tape, cable or rope which cannot damage raceway. 9.6 Install exposed cable, parallel and perpendicular to surfaces or exposed structural members and follow surface contours, where possible. 9.7 Keep conductor splices to minimum. 9.8 Install splices and tapes which have mechanical strength and insulation rating equivalent -or -better than conductor. 9.9 Use splice and tap connectors which are compatible with conductor material. 9.10 Color Coding: Provide conductors with colored insulation complying with the following schedule: Phase A: Red. Phase B: Blue. Phase C: Black. Neutral: White. Ground: Green. Control/Intercom/Fire Alarm Wiring: yellow All service, feeder and branch conductors are to be so coded. 9.13 Telephone Wiring: All telephone and other communication wiring will be provided by Owner. Contractor shall leave all components associated with communication equipment ready for use by Owner. 9.14 Connection to Partitions: Contractor shall bring indicated conductors through floor box to partition(partitions to be installed by Owner) and connect to partition leads. If leads are available for connection, or partitions are not in place, Contractor shall pull conductor through floor box and leave 17-6" coil of conductor at each floor box for connection by Owner. 10.NG: _AND_CL'A����� 10.1 Upon completion of installation of raceways, inspect interiors of raceways; remove burrs, dirt and construction debris. 11. FIELD-OUALITY_CONTROLI 11.1 Prior to eneroization, test cable and wire for continuity of circuitry, and also for short circuits. Correct malfunctions when detected. 11.2 Subsequent to wire and cable hook-ups. eneraize eircuitry and demonstrate functioning in accordance with r e-auirertients. 12. APPLICATION:_ 12.1 Conduit : Rigid Steel: Provide for all building service wiring and/or where abuse micht be erected. V EDIT: Provide for all buildina feeder and branch circuits. 12.2 Conductors: THW: Provide for all feeder circuits and otherwise as required by NEC due to site conditions. THHN: Provide for all branch circuitry, except where restricted by NEC. END OF SECTION 16100 SECTION 16140 - WIRING DEVICES PART I - GENERAL 1. DESCRIPTION OF WORK: 1.1 Types of electrical wiring devices in this section include the following: Receptacles. Switches. Wall plates. 2. QUALITY ASSURANCE: 2.1.NEC Compliance: Comply with NEC as applicable to construction and installation of electrical wiring devices. 2.2 UL Compliance and Labeling: Provide electrical wirina devices which have been UL -listed and labeled. 2.3 NEMA Compliance: Comply with NEMA standards for general- and specific -purpose wiring devices. 3. SUBMITTALS: 3.1 Product Data: Submit manufacturer's data on electrical wiring devices. PART 2 - PRODUCTS 4. FABRICATED -WIRING -DEVICES: 4.1 General: Provide factory -fabricated wiring devices. in types, colors, and electrical ratines for applications indicat*ed and complying with NEMA Stds Pub No. WD 1. Where types and grades are not indicated, provide proper selection as determined by Installer to fulfill wiring requ irements, and complying with NEC and NEMA standards for wiring devices. 4.2 Receptacles: Specification -Grade Duplex: Provide duplex specification -grade type receptacles, 2 -pole. 3 -wire grounding, with areen hexagonal equipment ground screw. around terminals and poles internally connected to moun'tina yoke, 20 -amperes, 125 volts, with metal plaster ears, side - wiring NEMA configuration 5-20R unless otherwise indicated. 4.3 Switches: Snap: Provide specification -grade flush single -pole toggle switches, 20-, 25-5 or 30 -ampere, -_C A 120/277-v-lt j qui 0 A et operation, green grounding screw, with mounting voke insulated from mechanism, equip with plaster ears, switch- -handle, and side -wired screw terminals. 5. WIRING DEVICE ACCESSORIES: 5.1 Light incl and Power Wall Plates: Provide sinale-switch, duplex, or simplex outlet Wall plates for Wiring devices, of types, sizes, and with ganging and cutouts as indicated. Construct with metal screws for securing plates to devices3 screw heads colored to match finish of plates. Provide wall olates possessing the following additional construction feature*: Material and Finish: 0.04" thick,, type 302 satin finished stainless steel. 5.2 Telephone Wall Plates: Provide similar to above except with sinale bushing outlet. Similar to Hubbell #SM2SS. PART 3 - EXECUTION 6. INSTALLATION_OF WIRING DEVICES: 6.1 Install wiring devices as indicated, in compliance with Manufacturer's written instructions, applicable"requirments of NEC and NECA's "Standard of Installation", and in accordance with recognized industry practices to fulfill project requirements. 6.2 Coordinate with other work, including painting, electrical box and wiring work, as necessary to interface installation of wiring devices with other work. 6.3 Install wiring devices only in electrical boxes which are clean and free from excess building materials, dirt, and debris. 6.4 Delay installation of wiring devices until wiring work is completed. 6.5 Delay installation of wall plates until after naintina work is completed. 7. PROTECTION -OF WALL PLATES AND RECEPTACLES: 7.1 Upon installation of wall plates and receptacles, advise Contractor regarding proper and cautious use ' of convenience outlets. At time of Substantial Completion, replace those items which have been damaged, including those bur'nedand scored by faulty PlUOS. 16140-2 S. GROUNDING: 8..1 Provide electrically -continuous, tight grounding connections for wiring devices, unless otherwise indicated. 9. TESTING_ 9.1 Prior to energizing circuitry, test wiring devices for electrical continuity and proper Polarity connections. After enercizina circuitry, test wiring devices to demonstrate compliance with requirements.. END OF SECTION 16142 1614► -3 SECTION 16170 - MOTOR AND CIRCUIT DISCONNECTS PART -1_::_G9N9RAL 1. DESCRIPTION OF WORK: 1.1 Types of motor and circuit disconnect devices specified in this section include the following: Motor. Starters. 2. Q_UALITY_ASSURANCE: 2.1 UL Compliance and Labeling: Provide motor starters which have been UL -listed and labeled. 3. SUBMITTALS: 3.1 Product Data: Submit manufacturer's data including specifications, installation instructions and i3eneral recommendations, for each type of motor and circuit disconnect switch required. PART 2_z_RB9PgCTS 4. MOTOR STARTERS: 4.1 General: Provide motor starters and ancillary components; which comply with manufacturer's standard materials. design and construction in accordance with published product in'format-ion, and as required for complete installation. 4.2 AC Manual Starters: Provide single-, two-, or three-oole(as aDpropiate) manual motor starters, of types,,'ratinas and electrical characteristics indicated; equip with thermal overload relay with field adjustment capability Of plus or minus 10% variation of nominal overload heater ratin'c(overload protection at motor starter may be ornitted if motors have built-in Protection). Provide starters with quick -make, quick -break trio free toggle mechanisms, green pilot fights, and with topple operated handle with handle lock -off; -mount starter in NEMA Type 1 general purpose enclosure. Provide low -voltage protection 7 which shall open the circuit should a Power failure occur, and will not reclose without manual oceration. PART 3_z_9X9ggTION 16170-1 5. INSTALLATION-OF-MglgB-gTARTERS: 5.1 Install motor starters as indicated, in accordance with manufacturer9s written instructions, applicable requirements of NEC, NEMA standards,, and NECA's "Standard of Installation", and in compliance with recognized industry practices to ensure that products fulfill requirements. 5.2 Coordinate with other work including motor and elecrical wiring/ cabeling work, as necessary to interface installation of motor starters with other work. 5.3 See "Electrical Equipment Schedule" on drawings for switch reuirements for mechanical equipment. END OF SECTION 16170 16170-2 SECTION 15510 BUILDING LIGHTING PART 1_-_Cz9N9BAL 1. DESCRIPTION OF_WORK_ 1.1 Types of lighting fixtures in the section include the following - Fluorescent. 1.2 Applications of lighting fixtures required for project include the following: General liahtina. Emergency lighting. 2. QUALITY ASSURAN99: 2.1 NEC Compliance: Comply with NEC as applicable to installation, and construction of building lighting fixtures. 2.2 NEMA Compliance: Comply with applicable reauirertients of NEMA Std Pub Nos. LE 1 and LE 2 pertainina to liahtina equipment. 2.3 ANSI/IES Compliance: Comply with ANSI 132.1 pertaining to lighting fixtures. - 2.4 UL Compliance: Provide interior lightina fixtures which have been UL -listed and labeled. 2.5 CBM Labels: Provide fluorescent-lampballasts which comply with Certified Ballast Manufacturers Association standards and carry the CBM label. 3. SUBMITTALS: 3.1 Product Data: Submit manufacturer°s data on lighting f ixtures. - - 3.2 Shop Drawings: Submit fixture shop drawings in booklet form with se0arate sheet for each fixture, assembled in luminaire "type" alphabetical order, with proposed fixture and accessories clearly indicated on each sheet. PART _-- PRODUCTS 4. LISHTING_FIXTURES: 4.1 General: Provide lighting fixtures, of sizes, types and ratings indicated; complete with, but not necessarily limited to, housings, lamp wiring. s, lamp holders, reflectors, ballasts, starters and 4.2 Fluorescent -Lama Ballasts: Provide fluorescent -lamp ballasts, capable of operating lamp types indicated; with high power factor, rapid -start, and low -noise features; .Type 1; Class P. sound -rated A, and with internal thermal protection. 4.3 Emergency Ballasts: Provide equal to Bodine. Install in fixture or have provided from factory. Arrange so that ballast has capability of operating one 40W lamp for no less than l 1J2 hr. Provide with integral charger. 4.4 Comply with additional requirements of light fixture schedule. No alternates allowed on lighting fixtures; provide items specified. 4.E Existing Fixtures: Relocate existing fixtures which are shown to be relocated to new position. Contractor shall exercise caution while moving, storing or reinstalling existing fixtures.. Prior to removing any.fixture, Contractor shall inspect those fixtures which are to be removed and shall report to Architect any flaw visible. Contractor will be held liable for any fixture which is damaged and has not been noted thusly prior to removal. PART_�___EXECUTICIV 5. INSTALLATION OF LIGHTING FIXTURES: 5.1 Install lighting fixtures at locations and heights as indicated, in accordance with fixture manufacturer's written instructions, applicable requirements of NEC, NECA's "Standard of Installation", NEMA standards, and with recognized industry practices to ensure that lighting fixtures fulfill requirements. 5.2 Coordinate with other electrical work as appropriate to properly interface installation of interior lithtina fixtures with other work. 5.3 Fasten fixtures securely to indicated structural support: and check to ensure that solid pendant fixtures are olumb. 5.4 Provide factory -installed "emergency ballasts" where possible. Provide wiring arrangement so that lights(with emergency ballasts)shown to be switched will activate ballast only during actual power outage. 5.5 All existing fixtures shall be relamped at the completion of the project. S. AD3UST_AND_CLEAN: 6.1 Clean lighting fixtures of dirt and debris upon comol etion of installation. 6.2 Protect installed fixtures from damace during remainder of . construction period. 7. FIELD-QUALITY_CONTROL: 7.1 Upon completion of installation of lighting fixtures, and after building circuitry hat been energized, apply electrical energy to demonstrate operation. Where possible, correct malfunctioning units at site,, then retest to demonstrate compliance: otherwise, remove and replace with new units, and proceed with retesting. 7.2 At the time of Substantial Completion., replace lamps in interior lighting fixtures which are observed to be noticeably dimmed after Contractor"s use and testing, as judged by Architect/Engineer. B. GROUNDING: 8.1 Provide tight equipment grounding connections for each interior lighting fixture installation where indicated. END OF SECTION 16510 165 ' 0-3 C::cI e P7Q07 TITTr)k W_E"7_.EAS, Art. 5159a, V.A.C.S. requires the public body awarding any contract for public works to ascertain the general prevailing rate of per diem wages. in the locality in which the work is to be performed, and WEIERE.AS, the above statute requires that said wage rate specify the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to. execute the public works contract, and VHEREAS, the above statute further requires that the prevailing rate for legal holidays and overtime work be set forth, and WHEREAS, the above statute requires that the above mentioned wage rates be specified in the call for bids on public works contracts and likewise be contained in the public works contract itself; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL: THAT the general prevailing rate of per diem wages for building con- struction trades shall be as set forth in Exhibit A, attached hereto and made a part hereof for all purposes. TILAT the general prevailing rate of per diem wages for highway -heavy construction and paving trades and crafts shall be as set forth in Exhibit B, attached hereto and made a part of this resolution for all purposes. THAT the prevailing rate of per diem wages for electric construction trades shall be as set forth in Exhibit C, attached hereto and made a part hereof for all purposes. THAT the prevailing rate for overtime work in excess of 40 hours in a regular work week shall be (12) one and one half times the rate shown on the exhibit applicable for each trade or craft in question. THAT the prevailing rate for weekends and legal holidays shall be (12) one and one half times the rate shown on the exhibit applicable for each trade or craft'in question. TYAT the foregoing wage rates shall be made available to all bidders for their inspection and the call for all bids for public works contracts shall so state. THAT each public works contract entered into by the City of Lubbock shall contain said wage rate schedules. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: TFM the attached wage rates are found to be the general prevailing rate of per diem gages in all localities w1here public works are under- taken on behalf of the City of Lubbock. ' Passed by the City Council this day of 1981. ATTEST: BILL McALISTER, KAYOR Evelyn Gaffga, City Secretary -Treasurer A.PPRO -ED AS TO FORM: Join" C. Ross, Jr., City Attorney EXHIBIT A I C�-)NSIKUCT-iON ?'PT---%7AMN" CRAFT LUBBOCK Air Tool Operator $5.37 Asbestos Worker 6.00 Boilernaker 14.00' Bricklayer, Stone Mason 9.34 Carpenter 8.82 Cement Finisher 7.19 Electrician 9.70 Glazier 7.00 Iron Worker 6.75 Laborer, General 4.47 Lather 10.00 Marble Setter 5.60 Mason Tender 5.7211 Millwright, Day Rate 7.50 Mortar Mixer 5.72k Operators,, Equipment: Heavy Equip. 7.70 Light Equip. 0 5.38 Oiler 5.70 Painters: Brush 7.45 Spray 7.69 Pipefitter, Plumber 11.69 Plasterer 9.68 Roofer 6.00 Sheet Metal Worker 8.84 Soft Floor Layer 6.00 Terrazzo Worker 6.85 Tile Setter 6.00 Truck Driver 3.50 EXHIBIT A I EXHIBIT B PO;+'ER EQ1_1IP'1EN'T OPERATORS: Asphalt Distributor $ 5.00 Asphalt Paving Machine 4.70 Broom or Sweeper Operator 4.00 Bulldozer, 150 HP & Less 4.50 Bulldozer, Over 150 HP 5.65 Concrete Paving Finishing Machine 4.35 Concrete Paving Saw 4.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 12 CY) 5.50 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (12 CY & Over) 6.00 Crusher or Screening Plant Operator 4.35 Elevating Grader 4.00 Foundation Drill Operator (Crawler Mounted) 5.85 Foundation Drill Operator (Truck Mounted) 7.00 Foundation Drill Operator Helper 4.50 _ Front End Loader (22 CY & Less) 4.50 Front End Loader (Over 22 CY) 4.88 Motor Grader Operator, Fine Grade 6.00 Motor Grader Operator 5.66 Roller, Steel Wheel (Plant -Mix Pavements) 4.25 Roller, Steel Wheel (Other -Flat Wheel _ or Tamping) 4.30 Roller, Pneumatic (Self -Propelled) 4.00 Scrapers (17 CY & Less) 4.51 Scrapers (Over 17 CY) 4.75 Tractor (Crawler Type) 150 HP & Less 4.05 EXHIBIT B CLASSIFICATION EOl'ZY RATE Asphalt Heaterman $4.65 Asphalt Raiser 4.87 Asphalt Shoveler 3.50 Batching Plant Scaleman 5.00 Carpenter 5.95 Carpenter Helper 5.00 Concrete Finisher (Paving) 6.50 Concrete Finisher Helper (Paving) 4.60 Concrete Finisher (Structures) 5.35 Concrete Finisher Helper(Structures) 4.75 Electrician 8.10 Form Builder (Structures) 5.55 Form Setter (Paving & Curb) - 5.50 Form Setter Helper (Paving & Curb) 4.00 =- Form Setter (Structures) 5.50 Form Setter Helper (Structures) 4.50 Laborer, Common 3.50 Laborer, Utility Man 4.05 Manhole Builder, Brick 4.50 Mechanic 5.36 Mechanic Helper 4.00 Oiler 5.00 Serviceman 4.70 Pipelayer 4.50 Pipelayer Helper 3.50 Powdenman 5.50 EXHIBIT B C?n'Si;_iCi17C): t:UUr'IY tt POWER EQUIPM-ENT OPERATORS: (cont.) Tractor (Crawler Type) Over 150 HP 4.50 Trattor (Pneumatic) 80 HP & Less 4.00 Tractor (Pneumatic) Over 80 HP' 4.55 Traveling Mixer 4.25 Trenching Machine,, Light 4.20 Wagon Drill, Boring Machine or Post Hole Drill Operator 4.60 Reinforcing Steel Setter (Structures) 6.10 Spreader Box Man 4,80 Swamper 4.55 TRUCK DRIVERS: Single Axle, Light 4,05 Single Axle, Heavy 4.08 Lowboy -Float -4,75 Welder 5.40 Welder Helper 3.50 EX-IiIBIT B 4 r ELECTRIC CONSTRUCTION TRADES Power Line Foreman Lineman Journeyman Lineman Apprentice Series Groundmen Series A EXHIBIT C $8.51 hr. 8.24 hr. 6.18 hr. 5.51 hr. NOTICE OF HCC'EPTHNCE TO: Pharr (& Company P.O. Box 2791 Lubbock, Texas 79408 The City of Lubbock. !,avin 3 considered the Proposals submitted and opened on the 21st day of August, 1985, for work to be done and materials to be furnished in and for: BID # 8672 — ALTERATIONS TO MUNICIPAL BUILDING STREETS AND ENGINEERING OFFICE AREAS as set forth in detail in th:e Specifications. Plans, and Contract Documents for such work for the Citi° of Lubbock: it appearin,a that your proposal is fair. equitable and to the best interest of said Cite, please take notice that said proposal was accepted by the Cit--r-ouncil of the Ci,v of Lubbock on the 12th day of September, 1985, at the bid price contained therein, subject to the execution of and Furnishing of all other documents specified and required to be executed and furnished under the contract documents. It will be necessary for you to execute and furnish to the Cit�l of Lubbock. all such documents within ten (10) days from :Tour receipt of this Notice. The five percent (5;) bid security. submitted with your proposal. will be returned upon the execution of such contract documents and bonds W4Ihin the abo,rae SreKyified tern (10) day period. Irl the e1.,ent you shoul d fail to execute and furnish such contract documents and bands within the time limit specified. said bid security will be retained by the City of Lubbock. f:IT'Y OF LUHIZOCK Psrcf-,asinc I'anaaer