The URL can be used to link to this page

R-88-1150 - 8/11/1988WHEREAS, engineering services are necessary to improve sewer lines for the South Park Sewer Rehabilitation Project, and WHEREAS, the engineering firm of Austin Engineering, Inc., has submitted an agreement to provide the necessary engineering services, and WHEREAS, the City Council wishes to accept said agreement, Now Therefore, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor of the City of Round Rock, Texas, is hereby authorized and directed to execute on behalf of the City an agreement submitted by Austin Engineering, Inc., a copy of such agreement being attached hereto and incorporated herein for all purposes. RESOLVED THIS 0 day of August, 1988. ATTEST: c J E LAND, City Secretary C28RESSEWER RESOLUTION NO. //51 /l, -2/#=-4 MIKE ROBINSON, Mayor City of Round Rock, Texas ASSOCIATES, INC. C O N S U L T I N G E N G I N E E R S July 13, 1988 CITY OF ROUND ROCK Department of Public works 214 East Main Street Round Rock, Texas 78664 Attention: Mr. Danny Holden, P.E. RECEIVED JUL t 4 RE: SOUTH PARK WASTEWATER Collection System Rehabilitation Improvements TAI Project No: 2348 -8701 Dear Danny: Enclosed are copies of Bids which were received and opened yesterday at our office for construction of the above referenced improvements. The Bid totals are as follows: Austin Engineering Company, Inc. Parker and Rogers Construction Co. Haegelin Construction Company, Inc. Robert Hurst Company, Inc. Triple V Construction Co. Our review of the Bids indicate that Triple V Construction Company had a mathematical error which changes their bid from $280,945.00 to $279,745.00. This error does not affect the order of bids. It is our recommendation that the Contract be awarded to Austin Engineering Company, Inc. We also suggest that all bid bonds be returned at this time with the exception of those from the three lowest bidders. 9020 Capital of TX Hwy. N. Austin, Texas 78759 (512) 346 -9933 #1 Poker Alley Round Rock, Texas 78681 (512) 244 4900 Woodway Tenth Floor Houston, Texas 77056 (713) 993 -0333 4:: $196,520.00 $201,386.50 $216,353.50 $237,363.00 $279,745.00 Pointe Corporate Centre 7500 N. Dreamy Draw Dr., #230 Phoenix, Arizona 85020 (602) 861 -0871 Page 2 July 13, 1988 Mr. Danny Holden, P.E. We await your direction in order to proceed. Should you have any questions, do not hesitate to call. Sincerely, TERRA ASSOCIATES, INC. Kenneth J. Boehme, P.E. Project Engineer KJB /dbh Enclosures THE CITY OF Ja c. " PUBLIC FARKS a w _ - .221 East Main oG'S'O .`e, Rock, 255 ROUND ROCK DEPARTMENT Street Texas 78664 -3612 BID TABULATIONS BIDS EXPENDED AND CHECKED BY: DBE , SHEEP / OF Z (512) CONTRACT g sf+., Palk w.3 .&..14 at BIDDERS BID DACE 7//Z/Se - TIME rn:r Cern �S Parker 1 2° rS riae C.,,s41r Non •o6c.r{- >i,rsf Co . T-r ? ' V ' LOCATION 77-e-a 4- 4soc�a- -es 1 z . DESCRIPTION C /(ec ko,.1 SI slew... Ke. , ,' -le o,, ITEM -UNIT APPROX. QUANTITY UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST Qe ?!ace 8" wcJ , b- e' L . 3 Z oo t;¢' '2..?" Z. o4s o0 9S 0° 3 0 ¢0' 78 '-2- oo Z4-g6 — co 7 7 SI &•464 -'� 00 /6" — 3o'7 4_plac°_ 8 "w,..3 8 -to' L -. ' 5 2_ 69 ' 35S8 /02.: S3 4� 13 t9- 4 -836 °- 77 . 4004�� °O /04- o °— S¢o8 4,12,._ 6 ".,,,,, o -t0' L. 2-/ Sy °° ri lie, = Ls= 14 -ZSo 7( I4- 4-S `f -5o °-` 86 1 8060 °- Qe /a 6 "oo r - 8' L. F to 4-t. 1oz °-� 6485L 72,2.9 753i& ° � 7s gI5 4S 47070 92 0 - S - 96z3Z 6 w0.3 o - 6 L.F. ( ID 3s 2,3t8o z6 L S80� 3z Vic ° al 2c�� /S6 o /2.0' 73200 t 6," w,.-+ 6 -V, ' L.,.. 2.0 4 Boo eS-L 29 `— 5 co- 39 E -9- - 7800 00 - 2.6 7 - 5 ?-- .szoo 9-2- 130 °° Z6 t (4' Or,- A:4 Re..ra;,- C. C /oov� 6000 —° Z 000 �7 oo °° ZsoO c " . " t s000 /coo boon 3po JBo0 ° — c0'1i 1 Pwed- Qe Ca. C. 2000 IZooc - za -oo °= I 4-400= 2800 — 169.00= /000 ° = (000°- Sao 1920— l;,c -- 1(Rec....0 dras E. 1 60o '- S4-oo 35o� .3I 5o o- 4-5o*- 4-O5c ZSo— Z2So°- 3Zo° -- Z2380s T &ad-e t L. -Z 70 I� 2.2;7 0 921 ¢°- `i0 8o °- I ¢' 2 270 °- S te ' 113 °--‘1. - /<"� a2.7o °-- 1 4 O;4 r14r14•oc. - Ca. 2- /600= 3200 ° " r Z-so — 2.50 o ' 211- 1Z.0 0' Zit -oo JZ 00 z4 - 00 0° ` /Oo0 O ZOOO�' 4 pi. 4. o.� Eicisi. wc.+c, C.,/ . .3 Z000 6o00� 15 o0= 4 5oo= ZOoo ( 000 °--= JSao= 4s °o - ' 4560 Qep! C.t.a�., L:,,t_ Fa t. F 1019 8 = 8237. ° — 6, tot 74 '1 -'2- 4'1 t 6 = t °- lOZ90 22- .15oo ■ /O °` /0790 °� a °r THE CITY OF ROUND ROCK rfs PUBLIC WORKS DEPARTMENT � y 2 21 East Math Street o , Round Rock, Texas 78664 � D ED_ (512) 255 -3612 BID TABULATIONS BIDS EXPENDED AND CHECKED BY: DATE: SHEET z OF CONTRACT So„'lL, Ayr L ..,.3,..1 2 L, a_L BIDDERS BID DATE TIME 4d1-1-..1 E .1 B ; '`� c mil{ 'Darker Qoy,c_s <iae J te.n anslrouhb got...r-t /l-u Co f ryte- '✓ LOCATION DESCRIPTION ITEM UNIT APPROX. QUANTITY UNIT PRICE COSP UNIT PRICE CORP UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST Re t ,- J re...,c_a_ L.F, L. , r. 559 6S 10 Z °° 554o — 133o ° = � s— 3 so 4 -47z °= Z3 L7 S ' cco a s — • 5590 16 ]s e°- 63es 53Z0 � /S 2- '21 e3es ° I o 33 d = cpiaca Giire. Fe --,cam 2, :1Fe.,,, L. F. IZ lo= 1Zo °- G -1 7Z °- /c, / °� 10 I 2.o' 2.4-0 1 °- S4 7J l'IrJt S. odl:..,� s' ` 1. .23 o a-' lo6Zo� ° ZY �6Zp � Z ° = ° (,6Zo ° to ° � ° - 33100- 2 I $� o 5958 ° — (glr °ria zc.k6,.-") fr Re...,,,,..[ *Ayfa«.- .e.,.l -'- 65 . 117 >co ° � ( ( 7 55o °.° 7 ,e °= , g77S / °� l4-( 5 °- 4o0 44 /00 '– // 7 ° CL.,,,, oak. -4-" /s.,.a«) rr« Re....JA k 1 law. - -1- Ca. Z 4 ° 800 d Soo ° � 3S0' 700 - 500 t 000 ° —° /Zo = Z4o Tee te.,., .,22 k 4�la0e.., -,e i- C. / Z. 300 ° — 3600 0--(1 d6, o`= 19Zo °- I Z,S'- f /5oo °- s °o ° � 6000 so= '16o °= Misc -. SI,F,, bs 4 ro.,.,p ce 6a, 1 So & ;2 3000 o0 30 � � -Soo o� OA 2- do ` o 6 co� 9000 ` ° zo 3000 ,° 7 y soil 1 -f G.`1. So /S 75o' /o' Soon / 3- 160 °� /c.°°- Quo= - C °" .300 7 ra 3L1 /96,SZ0 701 3s?6S° / -• Z1 6 ' 3S Z37 1 3 63� Z 71 3 74S u- L) 6.rZSS \L-„Q_ 3L e ,, /tis 2 5 01 .SbUgd��. etS3 - °$3 /-AA („PASS 0 / /�f r-- 62 5 'x/ z- 1 '- -a a / 104 DATE: August 8, 1988 SUBJECT: Council Agenda, August 11, 1988 ITEM: 11H. Consider a resolution authorizing the Mayor to enter into a contract with Austin Engineering for the South Park Sewer Rehabilitation Project. STAFF RESOURCE PERSON: Jim Nuse STAFF RECOMMENDATION:. The wastewater collection lines in South Park ;have * been problematic for many years. Several homes repeatedly get sewage backed up into them. The existing linework is clay pipe and is choked ' x with roots, not on grade, under signed and is 'difficult to maintain due to obstructions. Austin Engineering submitted the lowest and best bid for these improvements and staff recommends approval. ECONOMIC IMPACT: e0 1 B ASSOCIATU , INC. CONSULTING ONi1NCEIVI. 1 CITY CF ROUND ROCK CONTRACT DOCUMENTS FOR REHABILITATION OF SOUTH PARK WASTEWATER COLLECTION SYSTEM ROUND ROCK, TEXAS WILLIAMSON COUNTY, TEXAS PROJECT NO. 2348 - 8701 CONTRACT NO. 1 FEBRUARY, 1988 BY TERRA ASSOCIATES, INC., CONSULTING ENGINEERS #1 POKER ALLEY ROUND ROCK, TEXAS 78681 #1 POKER ALLEY ROUND ROCK, TEXAS ZIP 78681 512 -244 -7488 713- 993- 033 3 I4OUS1ON,TEXAS ZIP 77056 /15O/ CITY OF ROUND ROCK CONTRACT DOCUMENTS FOR REHABILITATION OF SOUTH PARK WASTEWATER COLLECTION SYSTEM ROUND ROCK, TEXAS WILLIAMSON COUNTY, TEXAS PROJECT NO. 2348 -8701 CONTRACT NO. 1 FEBRUARY, 1988 BY TERRA ASSOCIATES, INC., CONSULTING ENGINEERS #1 POKER ALLEY ROUND ROCK, TEXAS 78681 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS DIVISION 0 - CONTRACT REQUIREMENTS 00100 Invitation to Bidders 00200 Instruction to Bidders 00300 Bid 00400 Agreement 00500 Performance Bond 00600 Payment Bond 00700 General Conditions of the Agreement 00800 Special Conditions of the Agreement 00900 Labor Classification and Minimum Wage Scale DIVISION 1 - GENERAL REQUIREMENTS 01005 Administrative Provisions 01200 Project Meetings 01300 Submittals 01400 Quality Control 01500 Construction Facilities and Temporary Control 01600 Materials and Equipment 01700 Contract Closeout DIVISION 2 - TECHNICAL SPECIFICATIONS DIVISION 3 - PROJECT REHABILITATION PLANS DIVISION 0 - CONTRACT REQUIREMENTS 06/88 SECTION 00100 - INVITATION TO BIDDERS Sealed BIDS, in duplicate, addressed to CITY OF ROUND ROCK will be received at the office of Terra Associates, Inc., #1 Poker Alley, Round Rock, Texas 78681 until 2:00 p.m., Local Time on July 12, 1988, and then publicly opened and read for "Rehabilitation of South Park Wastewater Collection System, Project No. 2348 -8701, Contract No. 1 ". Location of project is in Round Rock, Texas. Bids received after closing time will be returned unopened. Each Bid shall be accompanied by a Bid Surety (Cashier's Check or Bid Bond) in an amount not less than five percent (5%) of the total base bid. The successful bidder must furnish a Performance Bond and a Payment Bond on the forms furnished with the Contract Documents, in an amount equal to the Total Amount Bid. In conformance with applicable statutes, the general prevailing wage rates in the locality in which the work is to be performed have been ascertained, and such rates will be the minimum paid for labor employed upon this project. Copies of the Contract Documents and Technical Specifications and Plans are on file at the following locations: Terra Associates, Inc. #1 Poker Alley Round Rock, Texas 78681 On or after June 29, 1988, the Documents may be examined without charge at the preceding locations, or single sets may be obtained by prospective bidders or suppliers upon deposit of Twenty Five Dollars ($25.00) (non refundable) with the Engineer at #1 Poker Alley. Checks made payable to Terra Associates, Inc. 00100 - 1/1 02/813 SEC1I0N 00200 -- INIS1RUCITONS 10 0 IDDER:3 1. PREPARATION OF BIDS. a. Submit Bids 3n compliance with the reguiremcnts of the invitation ts) Bidders, these Instructions, and the instruc- tions printed on the prescribed forms, • b. All blank spaces on the Bid Form muet be Filled in as noted, in ink, in both words and figures, with amount.; re:tended Fmd totaled, anC no changes made in the wording of the forms or of the items mentioned therein. In cao of any discrepancy between the written amounts and the figures, the written amounts shall govern. c. Any Bid may be deemed irregular which contains any omi.,sium,, erasures, sltsrat.jcyn , addition, irregularity of any kind, or item not called for, or which does nut Lontain prices set opposite to each of the several items in the Bid form, or in which any 81 the pr3ces are obvious-1y unbalanced or wh)eh fails to conform in any manner to the conditions of the Invitation to Bidders. d. The bidder ,must sign his Bid in the blank space picwidmd therefor. If the Bid is made hy a partner-ahip ur corporation, show the name and address bf the partnership or corporation, together with the name and address of the partners or officers. If the Bid is made by A partnership, it must be acknowledged by one of the partners; if made by d corporation, I or by one of the officers thereof, accompanied by Corporate seal. e. In order to insure consideratien, the Bi us n s d must be ecloed in a sealed envelope plainly identified by the name cif thp Pr:oject the Prpject Numl)er and the gontragi nimber, ansl ai4dres51 ?1 the Qwner a.' preserlbed in the Anyitating _th Bidders. 2. INTERPEtETATON_PF CONIRACTI2OCUtENT5. Bidders desiring further information, or further interpretation of the Lontract Documents must make request +or such information in writing to Lho Engineer, prior Ito two working days before the bid opening. Answers to all such requests will be given in writing to al1 1)0200 - 1/4 02 /88 bidders, in addendum form, , and all addenda will bc: bound and made a part of the Contract. No other explanation or inI:orpreLati or will be considered official or binding. Should a bidder ftrnl discrepancies in, or omissions from the Contract Documents, or should he be in doubt as to their meaning, he should at once notify the Engineer- in order that a written addendum may be sent to all bidders. It is the responsibility of the bidders to know if they have received all such addenda, complete files of which will 1 be maintained in the office of the Engineer and in the office designated to receive the Bids. 3. AWARD OF CONTRACT. Unless he elects to reject- all Ends, ll- Owner will award the Contract within 60 days after the date of the opening of Bids. Award will be made on the basis of the greatest advantage to the Owner, considering all elements of the Bids.) The right is reserved to reject any or all Bids and to waive technical defects, as the interest of the Owner may require. A bidder may withdraw his bid before the expiration of the time during which a Bid may be submitted, without prejrrdic :ra to hiinself, by submitting a written request for tts withdrawal Lo the office which holds it. 4. L)UALIFICATION OF LADDERS. Each Did must be ac:comp,an i crd by .i statement of the qualifications of the bidder to properly o:e ute the work. No Bid will be considered unless such a statement is submitted. 5 FINANCIAL STATEMENT. Each kid must be accompanier) by a statement of the financial condition of the bidder as reflected by his most recently prepared statement. Submit in a sealed envelope, marled "Financial Statement of (name of hiddur) for (description of project) ". This statement will be examined Only if the bidder's Bid is actively considered for award, otherwi it will be returned unopened after the award of the Contract. 6. CONDITIONS OF WORK. Each bidder is expected to inform himself fully of the construction and labor conditions under which the work will be performed, and will be presumed to have inspected the site and to have read and to be thoroughly familiar with the Contract Documents. Failure to do no will not relieve a success- ful bidder of his obligation to furnish all material and tabor necessary to carry out the provisions of the Contract and to 00200 - 2/4 0288 r-omplete the contemplated wolf for th el a t rio, sr•1 fu, tli in his Did. Any information given in regard to •,..th<tur1-ace data, test borings, and similar conditions r s in be considered tiered a pr ror;i •- mate and does : not relieve the bidder of the responsibility ity Fur its verification. In conformity with applicable statutes, thy Owner has adopted a Labor Classification and Minimum Wacfe Scala: which is included herewith (seep Section n0Q0u) 7. FUNDS. The Owner has available sufficient funds to pay the Contractor in 'cash,, in accordance with the provision, of the Contract. e. TIME OF COMPLETION. Attention is directed to the Bid, wherein the completion time for the wcrrr: is specified. 9. SUBSTITUTIONS. a. The Total furnishing specified. Base Bid in Section 017:.00 -- L':iti must br_ b_aned on the brand name equipment, materials, or devices b. See Section 01600 - Materials and Equipment for addation information J c. bidders desiring to substitute equipment, rnaterialc, nr devices, by other manufacturers rnrtr.t do so by use of Attachment No. _ to Section 00 - 131d. Sufficient technical material must accompany the Bid 10 permit its full and proper evaluation. 10. TELEGRAPHIC M13DIFICATION. Any bidder may modify his Bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided such telegraphic communication is received by the Owner prior to said closing time, and provided further that the Owner .1' satisfied that t written conf1rnat1 nn of such telegraphic modification over. the signature of the bidder was mailed prior to said closing time. 11. DELIVERY OF BIDS. It is the bidder's responsibility to deliver his Bid at the proper time to the proper place. The fact. tle-iL a Bid was dispatched will not be considered. 1"he bidder mast: have the Bid actually delivered. 00200 -- 7:1i4 02/SS 12. NUMBER OF SIGNED SETS OF DOCUMENTS. Agreemont and Bonds will prepared in not less than five Lounterpart (original Fdoned) sets. Owner will furnish Contractor twd sets of conforming Contract Documents free of charge, and additic,nal sets will be obtained from Engineer at commercial reproduction rates. 13. PRICE OF MATERIALS AND SALES TAX (Amlies to Contract with Governmental Entities Only.). Thu Contractor performing thic; Contract may purchase, rent, or lease all materials, supplies, equipment used or consumed in the performance of this Contract by issuing to his supplier an exemption certificate in lien of the tag, said exemption certificate complying wIth StAte Comptroller's Ruling C95.0.07. Any such e:Lemption certificate: issued by the Contractor in Lieu of the tax is subject to the provisions of the State Comptroller's Ruling #95.0.09 as. amended to be effective October 2, 1960. 14. ENgINER. Al) references to "Engineer" contained within the Contract Documents shall he interpreted to mean the Cily nf Round Rock. 15. COMMENCEMENT_OF_WORK:. The ContraLtor is 1 Begin work within (10) days after written notice shall have been given hy 1-ng1 1 e to proceed. 16. BID SURETY. Each Bid will be accompanied by A Cashier' Lhech drawn on a bank acceptable to the Owner 01 a Did Bond Trnm a corporate surety duly authorized Lo chi business in the Stet of Texas, which has an "A" or "A-1-" rating from Best's rey Guide, in an amount not less than Five percent (57.) o+ the Iota] Amount Bid as a guarantee that the successful bidder c•fli enten into a proper Contract and execute Bonds and Guaranty on the forms provided within ten (10) days after the receipt of thy Contract Documents. Bid sureties wilt be promptly roturned to all but three lowest acceptable hidders after opening of Bids, and the latter's bid sureties will be roturned within 211 hours after execution of the Contract. 17. PERFORMANCE BOND AND PAYMENT BOND. The successful bidder must furnish a Performance Bond and a Payment Bond on the forms furnished (Sections 00500 and 00600)with the Contract Documents, in an amount equal to the total Contract price, From a corporate surety duly authorized to do business in the State of Texas, which has an "A" or "A+" rating from Best's Key Rating Uuide surety. 00200 — '4/4 02-/ BB SECTION 00::04 - DID rr PROPOSAL of - j s�filt] _ Inleerlll _�O'� .... __ __ _-- , ..,,�. 1 i�reafr' F , a corpor or- organ)._ eci a rrd ';_:i sti nq under the Jaws of the State of Texas, cr "r' -a - r ' F - - , {; _ for the "Rehabilitation of South F'nrl•. Wastewater Collection System in Round Rock, Texas, Project No. 23415- 9 71)1 Uuntr - act No. 1 ". Gentlemen: Substitutions: NONE (Surety Company) (Insurance Carrier) To: - CITY OF ROUND ROCK c/o TERRA ASSOC1AICS, INC. CONSULTING ENGINEERS #1 Poher Alley - Round Rock, Texas 713681 Supplemental Pay Items; NONE TOTAL AMOUNT BID (FROM ATTACHMENTS NO. 1 ) (SEAL, if Bidder is a Corporation) 00300 - 1/1 I ) 1 : : 7/, F rri(+ The undersigned Bidder has carefully examined the Contract Documents for the work herein above described, and r=eforencecr to in the Invitation to Bidders, requesting Bids on swirl wor dated 7 __ -_ and also the site of the work, :arnl will provide all necessary labor superintendence, machinery, equipment, tools, materi_ds, services, and other means of construction to complete all work upon which he bids as provided by the Contract Documents, and binds himself un acc :epfancr of his Bid to execute a Contract, a Performance Bond, and a 1''dvmen1 nand, according to the prescribed -forms (or per fnrmanc e anti conpletlnq the said work within the time stated and for maacnlainin'r .carne PS required for the prices shown as Attachment. No„ 1 hereto. The undersigned proposes to begin work within ten (JO) days ,after - written notice to commence work shall have been given by Engineer, and to -ti ally complete the wor within 90 calendar nays cite Iii date of the written notice to commence wort. Ct` 03 Very truly yo•_U -c>, /I lac ATTEST: Au5+;n En. eer.(1 'O _ fia5)ia. 2-1.$716-aq0- 8Id Item Ouantity Unit Item Deecrtptlon and WrIffen Unit Prfce Unit Prfce Amount 510A 32 L.F. Remove Exist.WW Line and Replace with // $ 07 _ ?C?4r) 8 -Inch P.V.C. Pipe, SDR 35, 6' to 8' Depth, Including Excavation, Backfill, Bypass Pumpingg and Pavement Repair, Complete in Place. for S r. c,'Ua dollars and �� cents _510A 52 L.F. Remove Exist. WW Line and Replace witl' M � 0 � 35tng 8 -Inch P.V.C. Pipe, SDR 35, 8'to 10' Depth, Including Excavation, Backfill Bypass Pumping and Pavement Repair, Complete in Place. for S0.1 Nil.... { I\ h 510A 210 L.F. and Remove Exist. WW Line and Replace vs 1Z3Gn ca 6 -Inch P.V.C. Pipe, SDR 35, Depth, Including Excavation, Backfill and Bypass Pumping, Complete for Ffp1`1 A /'�J dollars and AJcs cents 510A 1046 L.F Remove Exist. WW Line and Replace with 6 -Inch P.V.C. Pipe, SDR 35, 6' to 8' Depth, Including Fxravatirin. Rarkfill and Bypass Pumping, Complete in Place rr s (e Z. rG ( for 51''"--f Ic and A)-, cents 510A 610 L.F. 6 - Inch P.V.C. Pipe, SDR 35, E co ZS 100 Including Excavation and Backfill, Complete in Place. for % F1,kTf ,E ,G.-1 dollars and kl-, cents 510A 200 L.F. 6 -Inch P.V.C. Pipe, SDR 35, 6' -8' ,/^ ,, �J $ i49 - cc ](ice r Depth, Including Excavation and Back - fill, Complete in Place. for 1 dollars and i< (7 cents 51 6 u�31 6 -Inch Dry Point Repair, Including SDR 35 P.V.C. Pipe, Excavation and oa $ (7'-0 ,u G'e't ) Backfill, Complete in Place. for (-3,..e., J Hnusi''./� dollars and /1f cants 1 .� 1 1 1 1 A) SP /00120U (ALL) 12/03/86 Page i 11 1 1 s 1 Bid Item 510A 510A 51QS 506M 506M 702A 702D Ouantity 6 9 2270 2 3 1029 559 Unit EA. EA L.F. EA EA L.F L.F. Item Description end Written Untt Price 6 -Inch Wet Point Repair, Including SDR 35 P.V.C. Pipe, Excavation and Backfill, Complete in Place. for and 1 "rl�, A r I\ dollars cents Extend and Reconnect Existing Waste - Water Service, Complete in Place. for and dollars cents Trench Safety System, Complete in Place. for and (�Nr. N dollars cents Standard 4' Diameter Manhole, Complete in Place. for 'r rf /r'J ;40,V-AR-F3 dollars end A �' cents Standard 4' Diameter Manhole, Con- structed on Existing Wastewater Line, Complete in Place. for . .27 -7 Or. L d, (\ dollars and cents . Remove and Reinstall Chain Link Fence Complete in Place. for /E and A6 dollars cents Remove and Replace Board Fence, Complete in Place. for and 4A dollars cents Unit Price s Ecx - c'' s 600 a13 $ / l $ /9 $ $ / (9 aC, Amount (;z 5z� SP /00120U (ALL) 12/03/86 Page PI 1 1 1 1 1 1 a 1 1 BId Item Quantity Unit 702G 7025 602B' 608A 608A 608A 608A 665 12 3310 Elm or Hackberry Tree Removal and Replacement, Unspecified size, Complete in Place.. /�,. �/.,.Gr2r.� S1""" /It'll do for and 4% l '; cents d Replacement Live Oak Tree Removal 4 -Inch and Smaller Caliper, Complete in Place. for and dollars cents 117 2 12 150 L.F. L.F. S.Y. EA EA EA EA Item Description and Written Unit Price Remove and Replace Wire Fence, Complete in Place. for dollars and /Ja cents Remove and Reinstall Split Rail Fence Complete in Place. for and /fnl dollars cents St. Au gusting Block Sodding Complete in Place. for and dollars cents Fruit or Nut Tree Removal and Replacement, 4 -Inch and smaller Caliper, Complete in Place. for _ «iRF.E. Nu ^<Cr%'f /a, cents and dollars Miscellaneous Shrubs and Ground Cover including, Ligustrum, Roses, Hone Suckle, Century Plant, etc. Complete It6? Place. and /-(Z. dollars cents Unit Price Amount S $ n5 s L $ 3 c $ r.O" /3.'0 600 °- 3 W SP /00120U (ALL) 12/03/86 Page r , Item Duantlty Unit Item Daecrlpflon and Wrlttan Unit Price Unit Prlce Amount Bld 608A 50 CY Replacement of Topsoil in Planter S /5` _ / jad Beds and Gardens, Complete in Place. }- IFiE.E.IJ dollars for A.)o - - cents and $ $ dollars for cents and dollars for and cents S for dollars cents and $ dollars for cents and S for dollars and cents $ dollars for and . cents 1 1 1 1 1 1 1 1 1 SP /00120U (ALL) 12/03/08 Page 01/88 ATTACHMENT NO 3 10 SECTION oo�vv Substitutions Pay Item No. Item Specified Proposed Substitution Amount *mu ___-________u��* ------_ Add Deduct Attachment No. 3 to'Section 00300 - 1/1 Add $ Deduct $____ Amu Deduct $ Add Deduct * Add Deduct Add $ Deduct Deduct $ Add Deduct 4 Add Deduct Add Deduct Add 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02/8E3 SECTION 00400 - AGREEMENT STATE OF TEXAS COUNTY OF TRAVIS THIS AGREEMENT, made and entered into this J& 7 day of - September 1988 , by and between City of liound Rock, Texas of the County of Williamson and State of Texas, acting through Terra Associates, Inc. thereunto duly authorized so to do. Party of the First Part, hereinafter termed Owner, and Austin Engineering Co., Inc. of the City of Austin , County of Travis , and State of Texas, acting through Paul W. Keller , President Party of the Second Part, hereinafter termed Contractor, W 1TNESSEIH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), and under the conditions expressed in the Bonds bearing even date herewith, the said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Pa (Owner) ta commence and complete the construction of certain improvements as follows: Rehabilitation of portions of the South Park Wastewater Collection System in Round Rock, Texas including construction of approximately 815 linear feet of new 6-inch pipe, removal and replacement of approximately 1250 )inear feet. of 6 pipe, removal and replacement of approximately 92 linear ieet of U-- inch pipe, construction of 4 new manholes, 13 point repairs to existing wastewater lines and all extra work in connection therewith, under the terms as stated in the General and Special Conditions of the Agreement; and at his own proper cost and expense to furniEh all Lhe materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Invitation to Bidders, Instructions to Bidders, Genera] and Special Conditions of the Agreement, Plans, and other drawings and printed or written explanatory matter thereof, and the Technicol Specifications and Addenda therefore, as prepared by Terra Associates, Inc., herein entitled the Engineer, each of which had been identified by the endorsement of the Contractor and the Owner thereon, together with the Contractor's written Proposal, the General and Special Conditions of 00400 -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02 /SS the Agreement, and the Performance Bond and Payment Bond attached, all of which are made a part hereof and collectively evidenced artd constitute the entire Contract. The Contractor hereby agrees to begin work within ten (10) days after written notice to commence wort: has been given him by the Engineer, and to substantially complete the wort. within 90 calendar days after the date of the written notice to commence work. The Owner agrees to pay the Contractor in current funds for the performance of the Contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the General and Special Conditions of the Agreement, and to male payments on account thereof as provided therein. It is further agreed by the parties Lo this Contract that the Contractor will execute a Performance Bond and a Payment Bond, each equal in value to the Contract price, from a corporate surety duly authorized by the State Board of Insurance to do business in the State of Texas and . to execute and issue such bonds, and which surety has can "A" or "A +" rating from Best's Key_ RatingSuide, for the satisfactory performance of the work, the fulfillment of any guarantees required, and the prompt payment to all persons supplying labor and materials in the performance of the work, in accordance with thi Contract on the forms provided for- this purpose; and it la agreed that the Contract shall not be in effect until such bonds are furnished and approved by the Owner. The Performance and Payment: Ponds must be signed by a duly authorized representative of the Surety, licensed by the Texas Mate Board of Insurance. IN WITNESS WHEREOF, the parties to these presents have executed this AGREEMENT in the year and day First above written. Attest: deaz_yed, 00400 - 2 /3 Party of the First Part (Owner) CITY OF ROUND R[JCh 214 East Main Street Round Rock, Teas 75661 01/88 "Corporate Seal" 00400 L 3/3 Austin Engineering Co., Inc. Pa ty a the (Contractor) Paul W. Keller, President (The following to be executed if the Contractor is e Corporation) I, Linda B. Smith __, certify that I am the Secretary of the Corporation named es Contractor herein; that Paul W. Keller , who signed this Contract on behalf of the Contractor was then President title) of said Corporation, that said Contract was duly signed For and in behalf of said Corporation by authority of its governing body, and is within the scope of its corporate powers. Signed: bc"):11.0---"y63 . -•,.. , .. - /.f. •, 'v e • ... A■ 4,:'.,.. a, • .K, ,.,�.: q r.: • .ILL•V , ,, A r A...:. srr .._:.,.: 7 1 }•. a . PRODUCER - Frank Siddons In PO Box 2125 . Austin Texas .38768 • Ai THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE ,c 3 >a ETTERNV A Texas Builders Insurance Company COMPANY a LETTER B INSURED • • Austin Engineering Co., Inc. PO BOX 161990 Austin, Texas 78746 -1990 COMPANY C e LETTER k - COMPANY D �!•':' LETTER Sf�{ COMPANY E LETTER COY . r..4.Z. Ks asrrxt4-,. ...t-ev,?,r.A*. takk 4 ...: SailcAtt<T?'r $Id.:. . ?T i•'td∎io•.. . ? ..,, WO ce - '44.11t#`. THIS 15 TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE A BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS. AND TIONS OF SUCH POLICIES. �r N AS 1' MAYr� %j CONDI- CO 7, LTR t.: S TYPE OF INSURANCE POLICY NUMBER POLICY EFECihE GATE U•>'•LCO POLICY EXPIRATION DATE 5 111 ' 065 1 LIABILITY LIMITS IN THOUSANDS EACH OCCURRENCE AGGREGATE GENERAL — _ — — LIABILITY COMPREHENSIVE FORM PREMISES/OPERATIONS UNDERGROUND EXPLOSION 0 COLLAPSE HAZARD PR000CTSICOMPLETEO OPERATIONS CONTRACTUAL INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY - - • BODILY INJURY $ PROPERTY DAMAGE $ BI b PD cDYIeINED S PERSONAL INJURY AUTOMOBILE ^ ANY _ ..— _ LIABILITY AUTO ALL 05VNE0 AUTOS (PRO, PASS ( /DTHEfl TNAN� ALL OWNED AUTOS l FRN PASS HIRED AUTOS 1106 0 1140 AUTOS GARAGE LIAOILITY I it :6660 St -S:V S 0560 PER SItE�^ $ PROPERTY DAMAGE $ BI b PD COMBNED $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORL1 ;711 • BI b PD - i � y.r_ • _ A WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY WC 1027 7 -1 -88 7-1-89 STATUTORY S 500 LEACH AtGloeun S 500 I01SEASE Lum S 500 (DISEASE EACH EA•PLO /EE, .1 OTHER i6 • SETTAB STOPSAT AiiROWS ISSUE DATE (MMFOD/YY) DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES1SPECIAL ITEMS Construction of Rehabilitation of South Park Wastewater Collection System City of Round Rock c/o Terra Associates, #1 Poker Alley Round Rock, Texas 77056 Inc. "'[(d IT'•••:&, .xl 'act • , Ant.' 1 .) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE THE EX. PIRATION DATE THEREOF, THE ISSUING COMPANY MAIL I0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 7'' LEFT, BUT FAILURE TO MAIL SUCH NOT• 0 SHALL P05E 1, OBLIGATION R LIABILITY yz OF ANY KIND UPON THE COMPAN -%2' OR P'�Rr S. AUTHORIZED REPRESENTATIVE VVVVVV��,, Frank Slddons lnsura • X'XXXRX,XYXX'Xshd114 C LTfl TYPE OF INSURANCE POLICY NUMBER POUR( EFFECTIVE DATE L.../ADDNY) POLICY EXPi DATE/ ALCOR10 ALL LIMITS IN THOUSANDS y t ii GENERAL X71 — LIABILITY COMMERCIAL GENERAL LIABILITY I L:AUS A'=.OE xnac_A =E•. G..:ER S d CO':TRACCS ;FO E TCP9990643 7 -1 -88 7 -1 -89 GE':ERAL AGGREGATE $ 2,000 ^ y 2,01 1 g 1 ,d PRCO•JCTS CO:'PAPS AOGti GA(' PERSOLAL' •DYE�IS :L rJURI EA C, DCLURTE $ 1 , 1 1 1 ,,. "A= DA:'AGE I,.. C`1 = AEI $ 5 - eC : EPPE .$E •. A•,15A PERSC.1 $ 5 L� X A AUTOMOBILE X x X ^ LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY CLP9990643 7-1-88 7-1-89 -._ L '• S 1 , 000 • 1 ' 11 6 1 ? GODLY Ivt_RY no PEFSG.: S ` i i,di 4iDE.uil S ' PIPPIN' DAMAGE s EXCESS LIABILITY OTHER THAN U V FOR`: _ •' EACR s G 2 ` ; 00 AGGREGATE s 2,000 WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY 5, E a O z N U Q w p W mmori • • STATUTORY I _ S IEACK ACCIDENT) �,C I'C'SEASE POLICY 1.1I.1,7) DS "ASE EACH E;:P;DY "_ "_'_; !— OTHER _ r TIFICATE OF ;INSURA .F ......3• a. sh- �F.F:�� z3.,,si:Y,• �'s. sx.... ..? v e. :•A..r .,a...:'.�a PRODUCER CATTO & CATTO 110 E. Crockett San Antonio, Texas 78205 -2694 INSURED Austin Engineering Co., Inc. et al P. 0. Box 161990 Austin, Texas 78716 - 1990 City of Round Rock c/o Terra Associates, Inc. 81 Poker Alley Round Rock, Texas 77056 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY LETTER AFidelity & Casualty Ca. of New COMPAN B LETTER COMPANY `. LETTER COMPANY C1 LETTER COMPANY E LETTER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES /RESTRICTIONS /SPECIAL ITEMS COMPANIES AFFORDING COVERAGE _.TH0S1S TO CERTIFY THAI' POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POLICIES. Construction of Rehabilitation of South Park Wastewater Collection System AUTHORIZED REPRESENTATIVE ISSUE DATE (MMIDDIYY) 7 -20 -88 SD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX PIRATION DATE THEREOF, THE ISSUING COMPANY IXXXXXXXSXX•X'XOIXX■ I.IAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION On LIABILITY OF ANY KIND UPON THE COt,IPANY, ITS AGENTS OR REPRESENTATIVES. CATTO & CATTO/ 01/98 Bond #06 -98 -39 SECTION 0O6OO - PAYMENT BOND STATE OF TEXAS COUNTY OF Travis September 2, 1988 Date Bond E_:;ecuted: PRINCIPAL: Austin Engineering Co., Inc. SURETY: The Insurance Company of the State of Pennsylvania PENAL SUM OF BOND (express in words and figures):one Hundred Ninety Six Thousand Five Hundred Twenty and 00/100 ($196,520.00) CONTRACT NO: _1 DATE OF CONTRAC'T KNOW ALL MEN BY THESE PRESENTS, that we, the Pr'nr pal and Surety above named, are held and firmly bound unto City of tou 2}ock hereinafter called the Owner, in the penal sum of the amount_ stated above, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCII, that whereas the principal entered into a certain Contract with the Owner, numbered and dated as shown above and hereto attached: NOW THEREFORE, if the principal shall promptly make payment to all persons supplying labor and material in the prosecution of the work provided for in said Contract, and any and all duty authorized modifications of said Contract that may hereafter be made, nottre of which modifications to the surety being hereby waived, then this obligation to be void, otherwise to remain in full force and virtue. OO6e0 - 1/2 01/se 1N WITNESS WHEREOF, the abnve-heund parties have egpcuted Ltos instrument under their several seals on the date indlcaked above, the name and corporate seal of each corporate party heing hereto afIlited and these presefits duly signed by its undersigned representative, pursuant to authority of its governing body. ATTEST: TITLE: SEAL. SEAL Austin Engineering Co., Inc. EOM f•:( OR u W..keller, Presid nt P. O. Box 161991,_ Austin 78716-1990 ADDRESS The Insurance Company of the State of Pennsylvania ..... SURETY 00600 - -2/2 (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PiffNCIPAL --76.,44„LJL (Corporite Seal) ar..4 Attorney-in:qact 6000 N. Lamar e 200, Austin, TX 78752 ADDRESS 1, Linda B. Smith _, rs 1 om Secretary of the Corporation named as principal in the within Bond, that Paul W. Keller who fignFd t.he sitid s iri on behalf of the principal , was Wen President of sold Corporation; that I Pnow his signature, and his signature therele genuine: and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. 1 I The I nsurance Company of the State Of Pennsylvania No 45 -8 -21400 Principal Bond Office: 70 Pine 5 , New York, N.Y. 10270 ' KNOW ALL MEN BY THESE PRESENTS: That The Insurance Company of the State of Pennsylvania, a Pennsylvania corporation, does hereby appoint 1 - - -C. W. Story, Robert D. Cave, Audrey Williams, Kim McConnell, Terry W. Williams, Philip E. Morgette, Jr: of Austin, Texas - -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Its true ad contracts awful l indemnity and y writ writings obligatory l in a the nature o thereof, Issued s in the se of its business, and to bind the company thereby. IN WITNESS WHEREOF, The Insurance Company of the State of Pennsylvania has executed these presents STATE OF NEW YORK ss.: COUNTY OF NEW YORK 19_ On this_ 9 —day of Tttl before me came the above named officer of The Insurance Company of The State of Pennsylvania, to me personally known to be the individual and officer described herein, and acknowledged that he corporation h the affixed the seal of said ereto by authority of his office. f :OiTA Y ?ITELIC. c Oi nt,, this 9 day of July ward J:■F ench, Assistant Vice President POWER OF ATTORNEY I :.,._ry : u; :j : ten York r m County 1 �... Elcziri ,.... • 1987 CERTIFICATE Excerpts of Resolution adopted by the Board of Directors of The Insurance Company of the State of Pennsylvania, on May 18. 1976: "RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby Is authorized to appoint Altorneys.in• act to represent and act for and on behalf of the Company to execute bonds, undertakings, re cogni a e ns , an ds I Its on is of indemnity and writings ebligetary in the nature thereof, and to attach thereto the corporate seal of the Company, "RESOLVED, that the signatures and attestations or such officers and the seal of the Company may be al fixed to any such Power of Attorney or to any certificate relating thereto by Ixsimite, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney•in•Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in SuCh certification tho date thereof, said date to be not later than the date of delivery thereof by such Attorne•in•Fact." I, Marion E. Fajen, Secretary of The Insurance Company of the State of Pennsylvania, do hereby certify that the foregoing excerpts of a and correct, and that both the Resolution D and the Powe Attorney are and n full force r Attorney issued pursuant thereto, are true and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of the corporation 88 this 2nd day of , 19— September Marion E. Fajen. Secretary t9 85 01/88 Bond #06 - 98 - 39 00500 - PERFORMANCE FUND STATE OF TEXAS COUNTY OF Travis -__ Date Erond C";;ecrrted: September 2, 1988 PRINCIPAL: Austin Engineering Co., Inc. SURETY: The Insurance Company of the State of Pennsylvania PENAL SUM OF BOND (express in words and figures): One Hundred Ninety Six Thousand Five Hundred Twenty and 00/100 ($1 CONTRACT NO: 1 _,_____ DATE OF CON 1 RACr: KNOW ALL MEN BY THESE PRESENTS, that wo, the Principal and Surety above named, are held and firmly bound unto __ City of_Round_Ropk hereinafter called the Owner, in the penal sum of the amount stated above, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the principal entered into a certain Contract with the Owner, numbered and dated as shown above and hereto attached; NOW THEREFORE, if the principal shaL1 well and truly perform and fulfill all the undertakings, covenants, terms, conditions, And agreements of said Contract during the original term of said Contract and any extensions thereof that may be granted by the Owner, with or without notice to the surety, and during the .life of any guaranty required under the Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agree- ments of any and all duly authorized modifications of said Contract that may hereafter- be made, notice of which modi ficati.ons to the surety being hereby waived, then this obligation to be void; otherwise to remain in full force and virtue. U0500 - • 1/2 '57 01/88 IN WITNESS WHEREOF, the above-bound parties have eNecuted this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party being hereto affi;:ed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. / WITNESS: ATTEST: TITLE: SEAL SEAL SURETY BY: 6000 N. Lamar, ADDRESS (Corporate Seal 00500 - 2/2 Austin Engineering Co., Inc. The Insurance Company of the State of Pennsylvania (Surety to Attach Power of Attorney) uT W. eller resident _0.....B.ox_261990 „Austin—Texas...78716-19q) ADDRESS CERTIFICATE AS TO CORPORATE PRINCIPAL I, Linda B. Smith , certify that I am the Secretary of the Corporation named as principal in the within Bond, that Paul W. Keller , who signed that said Bond on behalf of the principal, was then Presidgftt_____________ of said Corporation; that I know his signature, and his signature thereto ia genuine; and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. 200, Austin, TX 78752 1 I The I nsurance Company of the State Of Pennsylvania Principal Send Office: 70 Pine Street, New York, N.Y. 10270 ' KNOW ALL MEN BY THESE PRESENTS: That The Insurance Company of the State of Pennsylvania, a Pennsylvania corporation, does hereby appoint - - -C. W. Story, Robert D. Cave, Audrey Williams, Kim McConnell, Terry W. Williams, Philip E. MorgeLte, Jr: of Austin, Texas - -- ' contracts of l indemnity and writings obi g t ry na ure issued ibehalf he cou seof is business, s, �and to bind the company thereby. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STATE OF NEW YORK ss.: COUNTY OF NEW YORK 19 On this —day of •Tii y before me came the above named officer of The Insurance Company of The State of Pennsylvania, to me personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instrument and affixed the seal of said corporation thereto by authority of his office. v POWER OF ATTORNEY No. 45 - B -21400 IN WITNESS WHEREOF, The Insurance Company of the State of Pennsylvania has executed these presents this 9 day of July , 19 85 1 1 ward J. \F ench, Assistant Vice President f:..._r)• ,u ; G. c' sew York u. 4 i 1r '.. aunty _t : ;:cf ., 1987 CERTIFICATE Excerpts of Resolution adopted by the Board of Directors of The Insurance Company of the State of Pennsylvania, on May 18. 1976: sin Fact to "RESOLVED. that the Chairman of the Board, the President, or any Vice President be, and hereby Is, authorized to appoint Attorney obi gatory In the nature thereof, and to thereto the corporate seal of the Compa in 9 the t a on of Its contracts business: and wri tugs "RESOLVED, that the signatures end attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to be valid and binding upon t the Company swhen o and any such affixed with Power pect any bend, undertakingerecogn iance other contract allindem'nity or certificate relating obligatory In the nature thereof; certification O the da the eof, said date to be not later than the date of delivery certification thereof the Inl Fact.s'still be in effect may insert in suc a secretarial 1, Marion Resolution adopted by Board ofr Company Diet crs'of this cor and the Pennsylvania, Power of Attorney issued pursuant thereto, are of a true and correct, and that both the Resolution and the Power of Attorney are in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of the corporation September this 2nd day of Marion E. Fajen, Secretary 19 88 01/88 SECTION 00700 - GENERAL CONDITIONS OF THE AGREEMENT TITLE Abandonment by Contractor Abandonment by Owner Arbitration Assignment and Subletting Bonds, Performance and Payment Changes and Alterations 5 13 Character of Workmen 11 28 Collateral Contracts 4 9 Contractor's Agent 11 27 Contractor's Buildings 12 32 Contractor's Duty 11 26 Construction Plant 12 29 Damages 4 10 Definitions 1 1 Defects and Their Remedies 7 16 Delayed Payments 10 24 Discrepancies and Omissions 3 8 Engineer's Status During Construction 10 25 Estimated Quantities 4 12 Examination, Observation, and Testing 3 7 Exhibits 3 3 Extension of Time 8 18 Extra Work •5 14 Final Completion and Acceptance 9 22 Final Payment 9 23 Guarantees 19 46 Hindrance and Delays 8 19 Interpretation of Phrases 2 2 Laws and Ordinances 14 37 Liquidated Damages for Delays 14 38 Losses from Natural Causes 4 11 00700 - Index 1/2 PAGE PARAGRAPH 15 40 17 41 18 44 15 39 18 42 01/88 TITLE Sanitation Safety and Health Standards 00700 - Index 2/2 PAGE PARAGRAPH Partial Payments 8 21 Performance and Payment Bonds 18 42 Plans and Specifications - Keeping Accessible 3 4 Preliminary Approval 7 15 Price for Work 8 20 Protection Against Accident to Employees and Public 12 33 Protection Against Claims for Labor and Material 13 35 Protection Against Royalties or Patented Inventions 14 36 Protection of Adjoining Property 13 34 Quantities and Measurements 3 6 Responsibility for Means, Methods, etc. 12 30 Right of Entry 3 5 12 31 19 45 Termination of Contract 20 47 Time of Filing Claims 18 43 Time and Order of Completion 7 17 01/88 00700 - GENERAL CONDITIONS OF THE AGREEMENT 1. DEFINITIONS. a. Owner, Contractor and Engineer. The Owner, the Contractor and the Engineer are those persons or organizations identified as such in the Agreement and are referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Engineer means the Engineer or his duly authorized representative. The Engineer shall be understood to be the Engineer of the Owner, and nothing contained in the Contract Documents shall create any contractual or agency relationship between the Engineer and the Contractor. b. Contract Documents. The Contract Documents will consist of those Sections listed in the Table of Contents from Division 0 - Contract Requirements through Division 3 - Plans, inclusive, and all modifications thereof incorporated in any of the documents before execution of the Agreement. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. In case of conflict between any of the Contract Documents, priority of interpretation shall be in the following order: Signed Agreement, Performance and Payment Bonds, Special Bonds (if any), Bid, Special Conditions of Agreement, Instructions to Bidders, Division 2, Plans, and General Conditions of Agreement. c. Sub - Contractor. The term Sub - Contractor, as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the Plans or Specifications of this work, but does not include one who merely furnishes material not so worked. d. Written Notice. 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 by registered mail to the last business address known to him who gives the notice. e. Work. "Work" shall mean the work to be done and the labor, equipment , supplies, material and service to be furnished under the Contract. The Contractor will provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, services, insurance, and all water, 00700 - 1/20 01/88 light, power, fuel, transportation and 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 good 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 a well known technical or trade meaning shall be held to refer to such recognized standards. f. Extra Work. The term "Extra Work" as used in this contract shall be understood to mean and include all work that may be required by the Engineer or Owner to be done by the Contractor to accomplish any change, alteration or addition to the work shown upon the plans, or reasonably implied by the specifications, and not covered by the Contractor's Proposal, except as provided under "Changes or Alterations ", herein. - Working Day. A "Working Day" is defined as any day not including Saturdays, Sundays or any legal holidays, in which weather or other conditions, not under the control of the Contractor, will permit construction of the principal units of the work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m. h. Calendar Day. "Calendar Day" is any day of the week or month, no days being excepted. g. i. Technical Specifications. Division 2 of the Contract Documents. 2. INTERPRETATION OF PHASES. Whenever the words "required ", "permitted ", "designated ", "considered necessary ", "prescribed ", or words of like import are used, it shall be understood that the requirement, permission, order, designation, or prescription of the Engineer is intended and similarly, the words "approval ", "acceptable ", "satisfactory ", or words of like import shall mean approved by or acceptable or satisfactory to the Engineer. By the term "substantially completed" it is meant that the work is sufficiently completed so that the Owner can occupy the project and put it to the full and unrestricted use for which it was intended although the project may still require minor miscellaneous work and adjustment. Whenever'zn the Specifications or Plans accompanying this Agreement, the terms or descriptions of various qualities relative to finish, workmanship, or other qualities of similar kind which cannot from their nature be specifically and clearly 00700 - 2/20 1/88 described and specified, are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfill- ment of said Specifications or Plans shall be decided by the Engineer, 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. 3. EXHIBITS. All work shall be done and all materials furnished in strict conformity with the appended Invitation to Bidders, Instructions to Bidders, Bid, Special Conditions of the Agreement, Specifications and Plans, all of which are hereto attached (or considered as if attached) and are hereby made a part of this Contract. 4. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The Contractor shall be furnished with two copies of all Plans and Specifications without expense to him, and shall keep one copy of each constantly accessible on the work site. 5. RIGHT OF ENTRY. The Owner reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect, for the purpose of examining, observing, or testing the work, or for the purpose of constructing or installing such collateral work as said Owner may desire. 6. OUANTITIES AND MEASUREMENTS. No extra or customary measurements of any kind will be allowed, but the actual length, area, solid contents, number, and weight only shall be considered, unless otherwise specifically provided. 7. EXAMINATION, OBSERVATION, AND TESTING. It is agreed by the Contractor that the Engineer shall be and is hereby authorized to appoint from time to time such subordinate engineers or project representatives as the said Owner may deem proper to examine the material furnished and observe the work done and to ascertain whether the said material is furnished and said work is done in accordance with the Specifications therefor. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers or project representatives for the proper examination and testing of the work and materials. The authority of subordinate engineers and project representatives shall be limited to examination, observation and testing of work and materials and reporting the same to the Engineer. 8. DISCREPANCIES AND OMISSIONS. It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with generally accepted 00700 - 3/20 01/88 practice, and to the end that the finished work be completed in every detail, and in the event of any discrepancies between the Plans and Specifications, or otherwise, or in the event of any doubt as to the meaning and intent of any portion of the Contract, Specifications, or Plans, the Engineer shall define that which is intended to apply to the work. 9. COLLATERAL CONTRACTS. The Owner agrees to provide by separate contract or otherwise, all labor and material essential to the completion of work specifically excluded from the Contract, in such manner as not to delay the work or damage the Contractor. 10. DAMAGES. In the event the Contractor is damaged in the course of the completion of the work by the act, neglect, omission, mistake, or default of the Owner, (except with respect to loss or damage resulting from risks assumed by the Contractor under the terms of this Agreement or otherwise), thereby causing loss to the Contractor, the Owner agrees to reimburse the Contractor for such loss. In the event the Owner is damaged in the course of the work by the act, negligence, omission, mistake, or default of the Contractor; or should the Contractor unreasonably delay the progress of the work being done by others on the job so as to cause loss for which the Owner becomes liable, then the Contractor shall reimburse the Owner for such loss. 11. LOSSES FROM NATURAL CAUSES. All loss or damage arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstances in the prosecution of the work, 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 and expense. 12. ESTIMATED OUANTITIES. This Agreement, including the Specifications, Plans, and estimates, is intended to show clearly all work to be done and material to be furnished hereunder. The estimated quantities of the various classes of work to be done and material to be furnished under this Contract are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. It is understood and agreed that the actual amount of work to be done and material to be furnished under this Contract may differ somewhat from these estimates, and that the basis for payment under this Contract shall be the actual amount of such work done and the material furnished. 00700 - 4/20 01/88 The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any differences which may be found between the quantities of work actually done or the material actually furnished under this Contract and the estimated quantities contemplated and contained in the Proposal. Payment for all items in this project will be made on the basis of the contract unit price without adjustment, regardless of overrun or underrun of estimated quantities. 13. CHANGES AND ALTERATIONS. The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit in the line, grade, form, dimensions, plans, or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this Contract and the accompanying Bonds. 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, except as provided in Paragraph 12 first above. If they increase the amount of work and the increased work can fairly be classified under the Specifications, such increase shall be paid for according to the quantity 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 materials already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used and for any actual loss occasioned by such change due to actual expenses incurred in preparation for the work as originally planned. 14. EXTRA WORK. The term "Extra Work" as used in this Contract shall be understood to mean and include all work that may be required by the Engineer or Owner to be done by the Contractor to accomplish any change, alteration, or addition to the work shown upon the Plans, or reasonably implied by the Specifications, and not covered by the Contractor's Proposal, except as provided under Changes and Alterations in Paragraph 13 first above. It is agreed that the Contractor shall perform all Extra Work when presented with a Written Work Order signed by the Engineer; subject, however, to the right of the Contractor to require a written confirmation of such Extra Work Order by the Owner. It is also agreed that the compensation to be paid the Contractor for performing Extra Work shall be determined by one or more of the following methods. 00700 - 5/20 01/88 Method (A) - By agreed unit prices; or Method (B) - By agreed Lump Sum; or Method (C) - If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the Contractor shall be paid the "actual field cost" of the work, plus fifteen percent (15%). 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, and all materials, supplies, teams, trucks, and rentals on machinery and equipment for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred if such equipment or machinery be not already on the job, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses, incurred directly on account of such Extra Work, including Social Security, Old Age Benefits, and other payroll taxes, and a ratable proration of premiums on Construction and Maintenance Bonds, Public Liability and,Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or required by the Engineer or Owner, or by them agreed to. The Engineer may prescribe the form in which accounts of the "actual field cost" shall be kept and 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 Contractor. unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 percent of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable, 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 the 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 this office shall be included in the "actual field cost ". No claim for Extra Work of any kind will be allowed unless ordered in writing by the Engineer. In case any requirements made by the Engineer appear to the Contractor to involve Extra Work for which he should receive compensation, he shall, within five days after being notified of any such requirement, make 00700 - 6/20 01/88 written request to the Engineer for written authorization therefor. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefore, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written authorization and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to arbitration, as hereinbelow provided. 15. PRELIMINARY APPROVAL. Neither the Engineer, nor his subordinates shall have any power to waive the obligations of this Contract for the furnishing by the Contractor of good material, or for his performance of good work as herein described and in full accordance with the Plans and Specifications. No failure or omission of the Engineer or his subordinates to discover, object to or condemn any defective work or material, shall release the Contractor from the obligation to fully and properly perform the Contract, including, without limitation, the obligation to at once tear out, remove and properly replace the same at any time prior to final acceptance, subject to the provisions of paragraph 7 hereinabove. Any questioned work may be ordered by the Engineer , after conferring with Owner, to be taken up or removed for re- examination prior to final acceptance, and if found not in accordance with the specifications for said work, all expense of removing, re- examination, and replacement shall be borne by the Contractor; otherwise the expense thus incurred shall be allowed as Extra Work and shall be paid for by the Owner. 16. DEFECTS AND THEIR REMEDIES. It is further agreed that if the work or any part thereof, or any material brought on the ground for use in the work or selected for the work, shall be deemed by the Engineer as unsuitable or not in conformity with the Specifications, the Contractor shall, after receipt of written notice thereof from the Engineer, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this Contract. 17. TIME AND ORDER OF COMPLETION. 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 times and seasons, in such order of precedence, and in such manner as shall be most conducive 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 Contract, the Plans and the 00700 - 7/20 01/88 Specifications and within the time of completion shown in the Proposal provided, also, that when'the Owner is having other work done, either by contract or by his own force, the Engineer may prescribe the time and manner of constructing the work done under this Contract so that conflict will be avoided and the construction of the various works being done for the Owner shall be harmonized. 18. EXTENSION OF TIME. Should the Contractor be delayed in the completion of the work by any act or neglect of the Owner or Engineer, or by any employee of either, or by other contractors employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, or unusual delays by common carriers, or unavoidable cause or causes beyond the Contractor's control, or by any cause which the Engineer shall decide justifies the delay, then an extension of time shall be allowed for completing the work sufficient to compensate for the delay, the amount of the extension to be determined by the Engineer; provided, however, that the Contractor shall give the Engineer notice in writing of the cause of such delay prior to the tenth day of the month following the month in which the delay occurred. 19. HINDRANCES AND DELAYS. The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City or access to the work. when such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer /Architect and if by him found correct shall be approved. If delay is caused by specific orders given by the Engineer /Architect to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, the such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however,. be subject to the approval of the Engineer /Architect. No such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 20. PRICE FOR WORK. In consideration of the furnishing of all the necessary labor, equipment, and material and the completion of all work by the Contractor, and on the completion of all work and the delivery of all material embraced in this Contract in full conformity with the Specifications and stipulations herein contained, the Owner agrees to pay the Contractor the prices set forth in the Proposal hereto attached 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 00700 - 8/20 01/88 required for the aforesaid work, also for all expense incurred by him, and for well and truly performing the same and the whole thereof in the manner prescribed by and in accordance with this Agreement and the attached Specifications and requirements of the Engineer. 21. PARTIAL PAYMENTS. Partial payment requests will be prepared and submitted to the Engineer when and as stated in Section 01005 - Administrative Provisions. The Owner shall pay the Contractor each month the total amount of the Engineer's statement, less ten percent of the amount thereof, which ten percent shall be retained until final acceptance of the work, and further less all previous payments, and further less all further sums that may be retained by the owner under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the Contractor, the Owner may, upon written recommendation of the Engineer, pay a reasonable and equitable portion of the retained percentage to the Contractor; or, the Contractor, at the Owner's option, may be relieved of the obligation to fully complete the work, and thereupon, the Contractor shall receive payment of the balance due him under the Contract subject only to the conditions stated in Paragraph 25 below. 22. FINAL COMPLETION AND ACCEPTANCE. Within ten days after the Contractor has given the Engineer written notice that the work has been completed, or substantially completed, the Engineer 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 Plans and Technical Specifications, and notification of City acceptance of facilities has been received by the Engineer, the Engineer shall issue•to the Owner and the Contractor his Certificate of Completion or his Certificate of Substantial Completion, and thereupon it shall be the duty of the Owner within the aforementioned days to issue a Certificate of Acceptance of the work to the Contractor. 23. FINAL PAYMENT. Upon the issuance of a Certificate of Completion, the Engineer shall proceed to make final measurements and prepare a final statement of the value of all work performed and materials furnished under the terms of the Agreement and shall certify this statement to the Owner, who shall pay to the Contractor on or before the 30th day after the date of the Certificate of Completion the balance due the Contractor under the terms of this Agreement, provided he has fully performed his contractural obligations under the terms of the Contract; and said payment shall become due in any event upon said performance by the Contractor. 00700 - 9/20 01/88 Upon the issuance of a Certificate of Substantial Completion, the Engineer shall proceed to make final measurements and prepare a final statement of the value of all work performed and materials furnished under the terms of the Agreement, less a retention of the Engineer's estimated cost of completing the incomplete or unsatisfactory items of work with specified amounts for each incomplete or defective item of work, and shall certify this statement to the Owner, who shall pay to the Contractor on or before the 30th day after the date of the Certificate of Substantial Completion the balance due the Contractor under the terms of this Agremeent less retention for incomplete or unsatis- factory items of work. Final payment shall be made to the Contractor by the Owner before the 30th day after the date that the Engineer certifies to the Owner and the Contractor that the incomplete or unsatisfactory items of work have been completed in accordance with the plans and specifications that the amount retained therefore is due the Contractor. Neither the Certificate of Acceptance nor the final payment, nor any provision to the Contract Documents, shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the Specifications. 24. DELAYED PAYMENTS. Should the Owner fail to make payment to the Contractor of the sum named in any partial or final statement when payment is due, or should the Engineer fail to issue any statement on or before the date above provided, then the Owner shall pay to the Contractor, in addition to the sum shown as due by such statement, interest thereon at the rate of six percent per annum from the date due as provided in paragraphs 21 and 23, until fully paid, which shall fully liquidate any injury to the Contractor growing out of such delay in payment, but the right is expressly reserved to the Contractor in the event payments be not promptly made, as provided in paragraph 21, to at any time thereafter treat the Contract as abandoned by the Owner and recover compensation as provided by paragraph 41 of this Contract. 25. ENGINEER'S STATUS DURING CONSTRUCTION. It is mutually agreed between the parties to this Agreement that the Engineer will act as the Owner's representative during the construction of the project, and that no act or omission on the part of the Engineer, his subordinates or representatives, will excuse the Contractor from full and proper performance of this Agreement according to its terms, or give rise to any liability or obligation from the Engineer to the Contractor. In order to prevent delays and disputes and to discourage litigation, it is further agreed by and between the parties to the Contract, that if it cannot be otherwise agreed, the Engineer shall in all cases determine the amounts and quantities of the several kinds of work which are to 00700 - 10/20 01/88 be paid for under this Contract, and he shall determine all questions in relation to said work and the construction thereof, and he shall in all cases decide every question which may arise relative to the execution of this Contract on the part of said Contractor; that his estimates and findings shall be the conditions precedent to the right of the parties hereto to arbitration or to any action on the Contract; provided, however, that should the Engineer render any decision or make any require- ment which, in the opinion of either party hereto, is not in accordance with the meaning and intent of the Contract, either party may file with said Engineer within 30 days his written objection to the decision or requirement so rendered, and by such action may reserve the right to submit the question so raised to arbitration as herein provided. It is the intent of this Agreement that there shall be no delay in the execution of the work. To this end the decision or requirement of the Engineer shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted by arbitration as hereinafter provided. The Engineer 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, or Plans. Should the Engineer 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 party appealing. Engineer will have authority to disapprove or reject Work which Engineer believes to be defective, and will also have authority to require special inspection or testing of the Work, whether or not the Work is fabricated, installed or completed. 26. CONTRACTOR'S DUTY. The Contractor shall give personal attention to the faithful prosecution and completion of this work and shall be present either in person or by duly authorized representatives on the site of the work continuously during its progress. He shall maintain an office on or adjacent to the site of the work. 27. CONTRACTOR'S AGENT. The Contractor during his absence from the work site will keep a competent superintendent or foreman on the site, fully authorized to act for him in his absence. Any notice given by the Engineer, when given to any superintendent, foreman or agent of the Contractor in charge of any operation of the work in the absence of the Contractor, shall be considered as notice to the Contractor. 00700 - 11/20 1 1 01/88 28. CHARACTER OF WORKMEN. The Contractor agrees to employ only ' orderly, competent, and skillful men to do the work; and agrees that whenever the Engineer shall inform him in writing that any man or men on 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 Engineer's written consent. 29. CONSTRUCTION PLANT. The Contractor shall provide all labor, tools, equipment, machinery, and material necessary in the prose- cution and completion of this Contract, unless otherwise specifically provided, and it is also understood that the Owner shall not be held responsible for the care, preservation, conservation, or protection of any material, tools, or machinery or any part of the work until it is finally completed and accepted. 30. RESPONSIBILITY FOR MEANS, METHODS, ETC. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and Engineer will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. If at any time the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so notified 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, subject to the rights and remedies provided him by paragraph 25 hereof. 31. SANITATION. Necessary sanitary conveniences for the use of laborers on the work, 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 Engineer, and their use shall be strictly enforced. 32. CONTRACTOR'S BUILDINGS. The building of structures for housing men, or the erection of tents or other forms of protection will be permitted only at such places as the Engineer shall prescribe, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the Engineer. 33. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC. The Contractor shall maintain such insurance as will protect the Contractor, the Owner, and the Engineer from claims under Workmen's Compensation Acts, and the amendments thereof, and from any other claims for damages from personal injury, including 00700 - 12/20 01/88 death, which may arise from operations under this Agreement, whether such operations be by himself or by any subcontractor or anyone directly or indirectly employed by either of them. In this connection, Contractor agrees to carry public liability insurance with minimum limits for bodily injury of $100,000 as to each person and $300,000 as to each accident, and with minimum limits for property damage of $10,000 as to each accident and $25,000 aggregate, and automobile liability insurance with minimum limits for bodily injury of $100,000 as to each person and $300,000 as to each accident and with a minimum limit for property damages of $10,000 as to each accident. In addition, Contractor agrees to maintain such additional insurance as speci- fied in the Special Conditions hereof or as may be specified by the Owner in writing. All certificates of such insurance shall be filed with the Owner, if so required and shall be subject to his approval for adequacy of protection. The Contractor shall at all times exercise reasonable precautions for the safety of employees on the work and shall comply with all applicable provi- sions of the Federal, State and Municipal safety laws and building and construction codes. All machinery, equipment, and other physical hazards shall be guarded in accordance with the Manual of Accident Prevention in Construction of the Associated General Contractors of America unless such instructions are incompatible with Federal, State or Municipal laws or regulations. Contractor shall promptly report to the Engineer in the form prescribed by the Engineer, all accidents occurring to Contractor's employees or any other parties or property. To the extent that liability is created upon the Engineer by Article 249d, Texas Civil Statutes (the modification of House Bill 761) in addition to existing laws, before the Contractor commences any work in connection with this contract or before he allows any subcontractor to commence any work he will include as an additional insured on the comprehensive general liability insurance required to be carried by him ,hereunder, the Owner, Engineer, their agents and employees. . 34. PROTECTION OF ADJOINING PROPERTY. The said Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, or which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and the Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. Where necessary to take down fences, signs, or other obstructions replace them in their original condition and restore damaged property or make satisfactory restitution, at no cost to Owner. 00700 - 13/20 01/88 35. PROTECTION AGAINST CLAIMS OF SUB - CONTRACTORS. LABORERS MATERIAL - MEN, AND FURNISHERS OF MACHINERY, EOUIPMENT, AND SUPPLIERS. The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the lawful demands of sub - contractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this Contract. When so desired by the Owner, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If the Contractor fails to do so, then the Owner may at the option of the Contractor either pay directly any unpaid bills of which the Owner has written notice or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to liquidate any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payments to the Contractor shall be resumed in full, in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligation upon the Owner by either the Contractor or his Surety. 36. PROTECTION AGAINST ROYALTIES AND PATENTED INVENTIONS. The Contractor shall protect and save harmless the Owner from all and every demand for damages, royalties, or fees on any patented invention used by him in connection with the work done or material furnished under this Contract, including damages, royalties, or fees on any patented material, machinery, appliance, process, or invention specified in this Contract. 37. LAWS AND ORDINANCES. The Contractor shall at all times observe and comply with all Federal, State and local laws, ordinances, and regulations which in any manner affect the Contract or the work, and shall indemnify and save harmless the Owner against any claim arising from the violation of any such laws or ordinances, whether by the Contractor or his employees: In case the Owner is a body politic and corporate, the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contract, shall be controlling and shall be considered as part of this Contract to the same effect as though embodied herein. 38. LIQUIDATED DAMAGES FOR DELAY. The Contractor agrees that time is of the essence of this Contract. The Contractor and the Owner understand and agree that a breach of this Contract as to completion on time will cause damage to the Owner, and further agree that such damages cannot be accurately measured or that ascertainment will be difficult. Therefore, the parties agree that for each and every calendar day the work or any portion thereof shall remain uncompleted after the expiration of the time 00700 - 14/20 01/88 limit set in the Contract, or as extended under the foregoing provisions for Extension of Time, the Owner may withhold permanently from the Contractor's total compensation the sum of One Hundred Dollars ($100.00) per day as minimum liquidated damages. However, the foregoing agreement as to liquidated damages constitutes only an agreement by the Owner and the Contractor as to the minimum amount of damages which the Owner will sustain in any event by reason of the Contractor's failure to complete the work within the specified time. Should the Owner suffer damage over and above the minimum amount specified, by reason of the Contractor's failure to begin the work when ordered, carry it forward uninterruptedly after beginning, or complete it within the specified time in strict accordance with the Plans and Specifications, the Owner may recover such additional amount. The Owner will have the right to deduct and withhold the amount of any and all such damages, whether it be the minimum amount stipulated above or otherwise, from any monies owing by the Owner to said Contractor, or the Owner may recover such amount from the Contractor or the Sureties on his bond; all of such remedies shall be cumulative and the Owner shall not be required to elect any one nor deemed to have made an election by proceeding to enforce any one remedy. 39. ASSIGNMENT AND SUBLETTING. The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this Contract, and that he will not assign by Power of Attorney, or otherwise, nor sublet said Contract without the written consent of the Owner, and that no part or feature of the work will be sublet to anyone objectionable to the Engineer or the Owner. The Contractor further agrees that the 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 Agreement. 40. ABANDONMENT BY CONTRACTOR. In case the Contractor should abandon and fail or refuse to resume work within ten days after written notification from the Owner, or the Engineer, or if the Contractor fails to comply with the order of the Engineer when such orders are consistent with this Contract, or with this Agreement, or with the Specifications hereto attached, then, and in that case, the Surety on the Bond shall be notified in writing and directed to complete the work, and a copy 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 same, together with any materials and equipment under contract for the work, may be held for use on the work by the Owner or the Surety on the 00700 - 15/20 01/88 construction Bond, or another contractor in completion of the work; and the Contractor shall not receive any rental or credit therefor, (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 14, "Extra Work "); 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 case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten days after service of such notice, then the Owner may elect to provide for completion of the work in either of the following manners: (a) The Owner may thereupon employ such force of men and use such machinery, equipment, tools, materials, and supplies as he may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials, and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such monies as may be due, or that may thereafter at any time become due to the Contractor under and by 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, then said Contractor shall receive the difference. In 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 pay the amount of such excess to the Owner; or (b) The owner under sealed bids, after fourteen days notice published two or more times in a newspaper having a general circulation in the county of the 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 this Contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this Contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefor. However, should the cost to complete any such new contract prove to be less than what should have been the cost to complete under this Contract, the Contractor and /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 22 hereinabove, shall be issued. A complete itemized statement of the contract accounts, certified to by the Engineer as being correct, shall then be prepared and 00700 - 16/20 01/88 delivered to the Contractor and his Surety, whereupon the Contractor and /or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by the said statement within thirty days after the date of such Certificate of Completion. In 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 by the Contractor under 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, tools, materials, or 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 /or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials, or supplies on the site of the work, notice thereof, 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 any 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 15 days from the date of said notice the Owner may sell such machinery, equipment, tools, materials, or supplied 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 without notice as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain on the work and belong to persons other than the Contractor or his Surety, to their proper owners. 41. ABANDONMENT BY OWNER. 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 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 in payments to the Contractor and have not been wrought into the work. And thereupon the Engineer shall make an estimate of the total amount earned by the Contractor; which estimate shall include the value of all work actually completed by said 00700 - 17/20 01/88 Contractor at the prices stated in 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 prices agreed upon or provided for by the terms of this Contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion and which cannot be utilized. The Engineer 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 by the Owner under the terms of this Agreement and shall certify same to the Owner who shall pay to the Contractor on or before 30 days after the date of the notification by the Contractor the balance shown by said final statement is due the Contractor, under the terms of this Agreement. 42. PERFORMANCE AND PAYMENT BONDS. It is further agreed by the parties to this Contract that the Contractor will execute a Performance Bond and a Payment Bond from a corporate surety duly authorized to do business in the State of Texas which has an "A" or "A +" rating from Best's Key Rating Guide, each equal in value to the Contract price, for the satisfactory performance of the work, the fulfillment of any guarantees required, and the prompt payment to all persons supplying labor and materials in the prosecution of the work, in accordance with this Contract on the forms provided for this purpose; and it is agreed that the Contract shall not be in effect until such bonds are furnished and approved by the Owner. The bonds must be signed by a duly authorized representative of such surety. 43. TIME OF FILING CLAIMS. It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Engineer within a reasonable time after the Engineer has given any order or instruction to which the Contractor desired to take exception. The Engineer shall reply to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the Engineer's decision, any demand for arbitration shall be filed with the Engineer and the Owner in writing within ten days after the date of the Engineer's final decision. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except as hereinabove provided. 44. ARBITRATION. 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 by each party, and the 00700 - 18/20 01/88 third chosen by the two arbitrators so selected; or if the arbi- trators fail to select a third within ten days, he shall be chosen by the presiding officer, if a disinterested party, of the Bar Association nearest to the location of the work. Should the party demanding arbitration fail to name an arbiter within ten days of the demand, his right to arbitrate shall lapse, and the decision of the Engineer shall be final and binding on him. Should the other party fail to choose an arbiter within ten days, the Engineer 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 by both parties to take ex parte proceedings. The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the Contract. THE DECISION OF THE ARBITERS UPON ANY QUESTIONS SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION. The decision of the arbiter or arbiters may be filed in court to carry it into effect. The arbiters, if they deem the case demand it, are authorized to award the party whose contention is sustained, such sums as they deem 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 cost 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. 45. SAFETY AND HEALTH STANDARDS. Contractor shall observe and comply with the Texas Occupational Safety Act (Art. 5182a, V.C.S.) and with all safety and health standards promulgated by the Secretary of Labor under Section 107 of the Contract Work Hours and Standards Act, published in 29 CFR part 1926 and adopted by the Secretary of Labor as occupational safety and health standards under the Williams- Steiger Occupational Safety and Health Act of 1970, and to any other legislation enacted for the safety and health of Contractor employees. Such safety and health standards shall apply to all subcontractors and their employees as well as to the Contractor and its employees. 46. GUARANTEES. The Contractor shall guarantee work, including equipment installed, to be free from defects due to faulty workmanship or materials for period of one year from date of issue of Certificate of Acceptance. Upon notice from Owner, the Contractor shall repair defects in all construction which develop during specified period at no cost to Owner. Neither final acceptance nor final payment nor any 00700 - 19/20 01/88 provision in Contract Documents relieves Contractor of above guarantee. Notice of observed defects will be given with reasonable promptness. Failure to repair or replace defect upon notice entitles Owner to repair or replace same and recover reasonable cost thereof from Contractor and /or his surety. 47. TERMINATION OF CONTRACT If the Contractor should be guilty of substantial violation of the Contract or any provision therof, the Owner, upon certification by the Engineer as to the nature and extent of such violation, may without prejudice to any other resources or remedy give the Contractor written hotice of termination of the employment of the Contractor 10 days subsequent to such notice. Immediately following such date, the Owner may take possession of the site of the work and all material, equipment, tools, and appliances thereon and may finish the work in accordance with the provisions of Paragraph 40 "Abandonment by Contractor ", of these General Conditions. If work should be stopped by order of any public authority or court through no act or fault of the Contractor for a period of three (3) months or if the Owner should substantially fail to perform the provisions of the Contract with regard to Owner's obligations to the Contractor, then the Contractor may, upon ten (10) days written notice to the Owner, terminate this Contract an recover from the Owner payment for all completed work. In the event that the Contract should be terminated for any reason whatsoever, the Owner may request the Contractor in writing to remove any or all of his equipment, tools, and supplies, and the Contractor shall comply with the request within ten (10) days after receipt of the notice. Should he fail to do so within (10) days after receipt of such notice, the Owner shall have the right to remove such equipment and supplies at the expense of the Contractor and to place such equipment, tools and supplies in storage at the risk and expense of the Contractor. 00700 - 20/20 02/88 SECTION 00800 - SPECIAL CONDITIONS OF THE AGREEMENT 1. LANDS FOR WORK. Owner provides, as indicated on Plans, land upon which work is to be done, right -of -way for access to same and such other lands which are designed for use of Contractor. Contractor provides, at his expense and without liability of Owner, any additional land and access thereto that may be required for his construction operations, temporary construction facilities, or for storage of materials. 2. INTERRUPTION OF UTILITY SERVICES. Operate no valve or other control on existing systems. Exercise care in performing work so as not to interrupt service. Locate and uncover existing utilities ahead of heavy excavation equipment. At house connections, either lift trenching machine over lines or cut and reconnect with minimum interruption of service as approved by Engineer. U. SUB-SURFACE EXPLORATION. It is not represented that Plans show all existing storm sewer, sanitary sewer, water, gas, telephone, and electrical facilities, and other underground structures. Determine location of these installations in way of construction by referring to available records, consulting appropriate municipal departments and utility owners, and by making necessary exploration and excavations. 4. DEVIATIONS OCCASIONED BY UTILITY STRUCTURES. Whenever existing utilities, not indicated on Plans, present obstructions to grade and alignment of pipe, immediately notify Engineer, who without delay, will determine whenever existing improvements are to be relocated, or grade and alignment of pipe changed. Where necessary to move services, poles, guy wires, pipelines, or other obstructions, make arrangements with owners of utilities. Owner will not be liable for damages on account of delays due to changes made by Owners of privately awned utilities which hinder progress of work. 5. NOTIFICATION TO CITY OF ROUND ROCK. The Contractor shall advise the City of his work schedule in order for the City to schedule and provide inspection. The Contractor shall coordinate with the City when the water is turned on and off to test the water lines or for other uses of water and shall pay for water as required. 00800 - 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00900 - LABOR CLASSIFICATION AND MINIMUM WAGE SCALES Classification Asphalt Heater Operator 5.40 Asphalt Raker 6.80 Carpenter 7.70 Carpenter Helper 6.10 Concrete Finisher (Paving) 7.95 Concrete Finisher Helper (Paving) 6.50 Concrete Finisher (Structures) 7.60 Concrete Finisher Helper (Structures) 5.90 Blaster 8.00 Blaster Helper 5.75 Electrician 9.90 Form Builder (Structures) 6.40 Form Builder Helper (Structures)5.30 Form Setter (Structures).. 7.00 Form Setter Helper (Structures) 5.80 Form Setter (Paving and Curb) 6.00 Steel Worker (Structures). 15.00 Laborer, Common 5.30 Laborer, Utility Han 6.20 Mechanic Mechanic Helper Mixer (16 CF or Less) Painter (Structures) Painter Helper (Structures) Pipelayer Pipelayer Helper Spreader Box Operator POWER EQUIPMENT OPERATORS: Asphalt Distributor Asphalt Paving Machine Broom or Sweeper Operator Bulldozer (150 HP & Less) SP /00060HH -R 00900 - 1/2 Series 0 Biddiing and Contract Requirements Wage Rates Section 00060 HIGHWAY - HEAVY, UTILITIES AND INDUSTRIAL BRANCH CONSTRUCTION WAAGE RATES JULY 8, 1987 WAGE RATES PAID FOR HIGHWAY -HEAVY CONSTRUCTION AND PAVING AND UTILITIES INCIDENTAL TO GENERAL BUILDING CONSTRUCTION IN ZONE 2 INCLUDING. TRAVIS COUNTY Hourly Rate Classification Hourly Rate 9.25 6.80 8.50 12.50 7.45 6.00 5.30 6.35 Foundation Drill Operator (Crawler mounted) 9.50 Found. Drill Opr. (Truck Mounted) 9 45 Front End Loader (2 1/2 CY & Less) 7.00 Front End Loader (Over 2 1/2 CY) 7.40 Motor Grader Opr. Fine Grade 10.15 Motor Grader Operator 8.90 Roller, Steel Wheel (Plant - Mix Pavements) 6.80 Roller, Steel Wheel (Other - Flat Wheel or Tamping 5.95 Roller, Pneumatic (Self - Propelled) 5.90 Scrapers (17 CY and Less) 6.40 Tractor (Crawler Type) 150 HP and Less 7.00 Tractor (Crawler Type) Over 150 BP 7.40 Tractor (Pneumatic) 80 HP &Less 7.75 Wagon Dr Boring Machine or Post Hole Driller Operator 6.00 Reinforcing Steel Setter (Helper) 5.95 Reinforcing Steel Setter (Structures) 8.45 Side Boom 7.10 TRUCK DRIVERS: 6.70 Single Axle, Light 5.95 7.65 Single Axle, Heavy 6.10 6.25 Tandem Axle or Semitrailer.6.30 7.25 July 9, 1987 Bulldozer (Over 150 BP)... 8.40 Welder 9 50 Crane, Clamshell, Backhoe Derrick, Dragline, Shovel (Less than 1 1/2 CY) 8.40 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 1/2 CY & Over) 9.50 Form Loader 6.20 Pipefitter 11.00 Pipefitter Helper 6.50 DIVISION 1 - GENERAL REQUIREMENTS 02/88 SECTION 01005 - ADMINISTRATIVE PROVISIONS PART 1 •- GENERAL 1.01 REDUIREMENTS INCLUDED A. I\Iame and Location of Project B. Description o4 Work C. Basis of Payment D. Work by Others E. Work Sequence F. Contractor's Use of Premises G. Alternates H. Applications for Payment I. Coordination J. Lines and Grades K. Reference Standards L. Technical Specifications M. Special Provisions 1.02 NAME AND LOCATION OF PROJECT A. Work covered by these Contract Dpcuments io entitled "Rehabilitation of South Park Wastewater Collection System, Project No. 2348- 8701, Contract No. L „” Site of work is in Round Rock, Williamson County, Texas. 1.03 DESCRIPTION OF WORE. A. Under this Contract, Contractor will furnish all materials, appliances, tools, equipment, transportation services, and all labor and superintendence necessary for the construction of the work as described in the Technical Specifications, and as shown on the Plans. The completed installation will not lack 01045 - 1/7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02/88 any part which can be reasonably implied as necessary Lo its proper functioning or any subsidiary Item elr1c:h rs customarily furnished, and the Contractor will deliver the installation to the Owner in operating condition. B. Work, in general, under this Contract consists of furnishing all labor and materials for rehabilitation of th ,ae her- •faci 1± ti es as shown on the Plans in Division and, related appurtenances of type and quantities, to grades and lines as indicated on Plans, making restorations and cleaning up project. 1.04 BASIS OF PAYMENT A. All work outlined in Paragraph B. above and shown on Plans is included in the Pay Items listed in Attachment No. t to Section 00300 - Bid. These prices will be basis of payment. 1.05 WORK BY OTHERS A. See Paragraph 9. Collateral Contracts, of Section 00700 - _ General Condition of the Agreement. B. Other construction may be underway concurrently in this area. Afford utility companies and other contractors reasonable opportunity for introduction and storage of their materials and execution of their work. All wort: under this Contract must be properly connected and coordinated with that constructed by others. 1.06 WORK SEQUENCE A. See Paragraph 17. Time and Order of Completion of Section 00700 General Conditions of the Agreement. B. Owner reserves the right to schedule sequence of construction; that is, which portion of the facilities will be constructed first. C. Perform rehabilitation work in segments from manhole to manhole and complete and restore segment prior to proceeding to neat segment. Point repairs should also be fully completed and restored prior to proceeding to next point repair. 1.07 CONTRACTOR USE OF PREMISES A. See Paragraph 32. Contractor's Building of Section General Conditions of the Agreement. 00700 B. Limit use of premises for work and for construction operations, to allow for Owner occupancy, work by other Contractors, and public access as required. 01005 - 2/7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0/88 C. Limit access to site from public streets. D. Coordinate use of premises under direction of Engineer. 1.08 ALTERNATES A. Proposed by Owner 1. Alternates quoted on Did forms will be exercised as Owner option. Accepted alternates will be listed in Owner - Contractor Agreement. .•. Coordinate related work and modify surrounding work affected by accepted alternates as required to complete the Work. 3. Schedule of Alternates: a. Alternate No. 1: (_____NONE b. Alternate No. 1: (____NONE 9. Proposed by Contractor - 1. If alternate design features are proposed for convenience of Contractor he must do so with his f3td. Submit design calculations and detail drawings covering proposed changes and related modifications of Contract Plans to Engineer for review. Mat :e drawings same size as Contract Plans and of comparable quality. Make payment: of charges resulting from modifications, including engineering charges for chucr-ing such designs. No alternates will be considered during construction unless requested by Engineer 1.09 APPLICATIONS FOR PAYMENT A. See Paragraph 21. Partial Payment of Section 00700 ueneral Conditions of the Agreement. B. No payment will be made can a segment ni lino rehabilitation or point repair until cleanup and restoration 1. Fully completed. C. On or before the 10th day of each month, the Contractor (Jill submit to the Engineer his request For payment in three copies using the form furnished by the Engineer. D. Within five (5) working clays of receipt of the hegr.le_t for Payment, the Engineer shall prepare a statement showing as completely as practicable the total value of the work done by the 01005 -- 3/7 `11 0'2/89 Contractor to find including the 1.; <.,i- day of the prof month. Said statement'. shall r,taLe the value of el.l sound materials delivered on the site that are to be -1 rats ici. tee into the 11Dr l• :=., if included in Contractor's payment request.. F_. Thu Owner rihal l pay the Contractor the total amount of thr F_nginoer's statement, less the retain.gr,u sot forth in r'ar,idrahh 21. Partial Payments of Sectio:, nu7no Sonora t Conditions of ll,r' Agreements within thirty clays. 1.10 COORDINATION A. Coordinate work of the various Sections of Specifications In assure efficient and orderly sequence of installation of construction elements, with provisions nn fur a ccornmodati ny i t oms, installed later. Li. Verify characteristics of of umr'ntn of i rrlerre'1.-,ted upC-:r • -tinJ equipment area compatible; coordinate wort of ,ar 1u'' , Sec_t i on<= having interdependent responsibi1itre!: for Ins,la1linil, conflating to, and placing in set - vice, sur-h equipment. C. Coordinate spaces reagr.li r s and instal'.il.'rc,n r mr.'chanlc nl .uirl eler :tr :al wore whirl) arr indicated rliagrnm,{tir riiv on I'I,ni Follow routing shown for pipes, duct, and , , :onduii.s, err, r1c'r1•y as practicable; make runs par,111t1 wtL.h linos of building. Ut.11i:s spaces erffirirnt1y to ri,u'imi:!P er1re = 1' fnr uit,er installations, for maintenance, and fc•r repairs. D. In finished areas lexce;pL es otherwise :.hown,1 ccnc :oal pipes ducts, and wiring In the construction. Coor locations of fixtures and outlets with finished elc,nerltsl. E. Execute .cutting and patching to integrate elements of wr:ri., uncover ill- timed, defective, ,sncl non conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. Seal penetrations through floors, walls,, and ceilings. 1.11 LINES AND GRADES A. From benchmarks and horizontal control references established by Engineer, slake out work, establish elevations and assume responsibility for correctness of installation ate, to 1nr.nI :ton and grade. Engineer will establish brnr. :llrnsrI: s and references for horizontal control on various projects as follow;: 1. One Structures sI: 43 tc - -_. F "'nr :hmar and reference hubs at two corners of structure. 2. Two or More Eil_ruc _carps_. lienchmar I and base l i n o at sa Le'. 1 - n 1'7 3. Eiewor L.inE1s. nchmarks at intervals not exceeding feet and reference hubs at manholes and inlels and nn “no at intervals not exceeding 200 feet. 4. Water Linos. Reference hubs at turns in line, v,Alves, aud fire hydrants, and benchmarks at intervals not exceeding 2000 feet. J . f'avemert1_5 and. Dttqn.gq. Reforence hubs OD center Jihe (Jr ono right-of-way line al the P.C„ P.1. and 1.1. of curves and on tangents at Intervals not exceeding 200 feet. Benchmarks at Intervals not exceeding 2000 feet. 6. Engineer will set stakes ono time only. Contractor must satisfy himself, before commencino work, as to meaning or correctness of all stakes or marks, and no claim wilJ be entertained for or on account o+ any alleged inaLcuracies, or for alterations subsequently rendered necessary on account of such alleged inaccuracies, unless Contractor notifies Engineer in writing befnre commencing to work thereon. 7. Con tractor is to protect stakes, benchmarks, and an control points and will pay all costs involved in Any restaking. Stakes, as described above, will be furnished when required by Contractor within two working days after notification to Engineer by Contractor. Contraclor will have representative on the job site with the field party, when it begins work. B. Contractor must provide any additiona3 staking, includIng that required for clearing and grubbing, at his own expense. 1.12 REFERENCE STANDARDS A. Reference to technical society, organizatinn, or body O., made in Technical Specifications (Division 2) in accordance with following abbreviations: AASHTO American Association of State Highway and Transportation Officials (Formerly A(-SHO) ACI American Concrete institute ASA American Standards Associations (PresenLly ANSI) ASTM American Society for Testing and Materials ANNA American Waterworks Association FS Federal Specifications PCA Portland Cement Association AIEE American Ins of Electrical Engineers AISI American Iron and Steel institute API American Petroleum Institute 01 003 -- t1/7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02/80 1PCEA Insidated Power Cable Engineers Associntion NEMA National Electrical NanufactuterS Association AWS American Welding Society AISC American Institute of Steel Construction ANS1 American National Standards Institute (Formerly ASA) 5. For products specified by association or t stnndrds, comply with requirements of the standord, egLept when more rigid requirements are specified or are required by appticahle Lodes. C, The date of the standard is that in effect as of the Did date, or date of Owner-Contractor Agreement when thero are no bids, e;:ceut when a specific date is specified. D. Obtain copies of standards and maintain copies of same at the jut) site during progress of the specific work. 1.13 TECHNICAL SPEC1F3CATIONS (DIVISION 2) A. Technical Specifications are of the abbreviated, simplified, or streamlined type and include incomplete sentences. ihe omission of words or phrases such as "Contra oill," "in conformity thervoith," "will be," "as noted on Plans," "according to Plans," "a," "an," "the," and "all," are intentlow)L. Omitted words or phrases shall be supplied by inference in samc manner es they are when a "note" occurs on Plans. D. The Technical Specifications. are intorpretod to require that Contractor will provide all items, article:a, materials, operation or methods listed, mentioned or scheduled either on Plans or specified herein, or both including all labor, materils, equipment, and incidentals necessary and required for their completion. C. Whenever the words "approved," "satisfactoly," "designated," "submitted," "observed," or similar words or phrases are used, will by assumed that the word "Engineer" fullows the verb -is the object of the clause, such as "approved by Engineer." D. Some of the Technical Specification coveys construction requirements and materials in a comprehensive manner, and only pertinent portions apply. 1.14 SPECIAL PROVISIONS A. Basic Technical Specification Sections ohirh follnw describe general requirements. When neLe.i Special Provisions aro inserted to describe additional requirements applicable to thi s Contract. Special Provisions are to be used in conjunction with basic Technical Specification Sections. In event: of conflict 1 01003 - 4/7 02/SS between reciLorement.s of the OpeLial Previsions Drld the h Technical Specification Sections, the requirements !.LE, set -forth in the Special Provisions will govern. PART 2 - PRODUCTS (NOT USED) PART -- EXECUTION (NO1 MEM END OF SELTiON - 01005 - 7/7 Qt/H:-.1 SECTION 011vn MOJEol HEFTEWS rtIRr 1 -- OENERAL 1.01 NEOU1RFAENT8 INCLUDED A. Contractor participation in proc rorrti en ,o. Contractr administration of progress meet)ngs. 1.02 PRECONSTRUCTION CONFERENCES. A. Engineer will ion conferonc'D afLor execution of Owner Agrooment and mchange o+ preliminary submittals. D. Engineer will adminjstyr ;1 tn mr.61Ji'zritIcrn r,ollFerohcr: at Project site for clarifil:ation of Contractor responsibilitie'; in use of site and -for review of adminisi;atisq precodul os. 1.03 PROGRESO MEErlNGS Schedul e and admi 1 i 11 ter ir Qj P: Hoot ngs throughout prt,, uqq: the work at monthly LnLrV.].I1 tJ mt,)c.J And pr conlorenci-s. D. Make physical arranoepents for wDetlnqs, prQnrwp copiP Inc partcipant'4, iniij j iti rq[fld rcioldc and distribute copioli dAY In Ln , participants, and Lhoso affeitod hy d-tisioo H.-100 al wcw C. Attendance: Job :supc uaJor , ,u1 1 n rar1:310 Owner • s Renrespn tat i ye/ 1 w:ioec. tin al Id ncri Pc ; ipf cvi to agend.-d topics 1: prcIi mePting. D. SuggeL4tect w 1 prnqi st,,tus, of pr og; E“ schedule and adjustments thereto, dolivery srho1 u10 submittals, maintenanue of cluz%lity 110(1' 1', and substitutions, and other item, affertrg r c1Cjr11I Jf PART 2 - PRODUC18 (N111 USED) PART 3 - EXECUTEON (NOT USED) F1') OP 1 ECI1011 0(200 - 1./1 02/82 SECTION 01300 - SUDMITTALO PART I - GENERAL 1.01 RE1UIREMEN(9 iNCLUDED A. Procedures. H. Construction Progresu Schedulo C. Cost Dreakdown. D. Shop Drawings and Product Data. E. Test Reports. F. Manufacturer's Instructions. G. Manufacturer's Certificates, H. Operation and Maintenance Manuals. I. As 1.02 PROCEDURES A. Deliver submittals to Engineer. 8. Transmit each item under letter of transaittal, identify Project, Contractor, subcontrEictor, major supplior; identiFy pertinent plan sheet and detail, and Specification Seition number, as appropriate. 1 dani L 1 y deviations -from Cunt act Documents. C. Submit initial Lonstruction Schedules,and Cost FIrsaI.down in duplicate within fifteen days after date established in Notice of Award. After review by Engineer ri.r/ise and res,ubmil: required. Submit revised schedules with each Application for Payment, reflecting changes since previnug submittai. D. Comply with progress schedule for submittals related to nor!: progress. Coordinate submittal of related items. E. After Engineer revie0 cif submittal, revise and resubmit required, identifying changes made since previous submittal“ F. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to c.emplv with provisions. 013OO 1/4 02/Ba 1.03 CONS1RUCriON PROGRE55 SCHEDHLLS .A. Submit horizontal bar chart , dith sepaxate har for each malur trade or operation, identifying tirst work day oi each weef. Submit network analysAs system using the tritical path method, generally as outlined in Associated Gennral Contractors of America (1GC) publIcation "The Use of CPN in Construction - A Manual for Ueneral Cantraetors". B. Show complete sennonce of construction by activity, identifyinu work of separate stages and other logically grouped activities. Show projected percentage of completion for each item of worl. as of time of each ApplicatIon For Partial Payment. C. Show submittal dates required for shop drawings, product data, and samples, and product delivery dates, including those furnished by Owcer. 1.04 COST BREAkDOWN cow] k****,** A. Submit, in acceptable form, schedule showing subdivision of Contract into various Items of permanent construction, stating quantities and prices, as hasis for computing value to Owner o+ permanent usable parts of f4ci1 ity to be paid for on monthly estimates. No paymel t. will be made to Contractor until such schedu/e has been subnatted and approved. B. Use format as shown in Section 00,300-Did. Subdivide all Lump Sum items into their logical major components. C. For Unit COCA items, give quantities shown ln E'sctIon 001:00, multiplied by the Unit Cost Bid to equal the Totaf Cost +or the 'item. D. Include in each line a directly proportional amount ol Contractor's overhead and profit. E. Revise schedule to list change orders for each application for payment 1.05 • SHOP DRAW1NUS AND PRODUCI DAln A. Prepare and submit shop drawings as required and deserihed by the individual Technical 1;pecific Section 'And as indicated by the Plans. -- 2/4 02/SS D. Submit drawings and data and sufficient number of copie.s fur the Engineer and Contractor to retain two each in addition to whatever other needs the Contractor hav,. Contractor nil 1 maintain one complete set of these submittals at the Job site at all times. ' C. Contractor will checl and approve shop drawings foi Lompliance with requirements of Contract and will so curtity by stAnp on each drawing prior to submittol to Enginot qtall dr.aw sglimItted wilhoni Contr.actor1-3 stamp of k2ppLoyal wjj..i not be cpsiderd and b." rPt.'..rpod Co nim for DroPur iini 1) Engineer shall pass upon drawings nubmitted promptly, notino necessary corrections or revisions. If Enoineer roiects drawings, resubmit corrected drawings until drawings ar acceptable to Lnyineer as being in conformance with design' concept of project and for compliance with information given in the Contract Documents. Such procsdure will nut be considrted cause for delay. • Acceptance of drawings by Engineer (ices not relieve Contractor of any requiremenis of terms of Contract. 1.06 TEST REPORTS A. ContraLtor will submit. to Engineer not loss Uhin three copie-1 of all tests required by the Technical Specification Section. 1.07 MANUFACTURER 'b INSTRUCTIONS A. When required in individual Specification Section, =,,nimit manufacturer's printed instructions for delivery, stnrag, assembly, instAllation start-up, adjusting, and finishinu, in quantities specified for product data. 1.n8 MANUFACTURER'S CERTIFICATES A. When required in individual Specification Section submit manufacturer's certifications in quantities +or test report. 1.07 OPERATION AND MAINTENANCE 11(0 A. Prepare Operation and KAintonance Data as requtred by individual Specification Scclion and arrange accoi ding tn Section 01700. B. Submit two copies cf the Manual to the Engineer for tPViPW least ten working days prior to Notice of Completion. 1.10 AS A. Prepare as drawingA so rugnived hy Sect 01300 - 3/4 D. Submit as-builte to Engineer +or review al' least I. worEing d4ys prior to Notice of Completion. PART 2 - PRODUCTS (NO( USED) PARF 3 - EXECUNON (NOT USED/ END OF SEW o 1 3o0 - 4/4 01 /S0 SECTION 01400 - QUALITY CONTROL PART 1 - GENERAL 1.01 REGrUIREh1ENTS INCLUDED A. General Quality Control. B. Workmanship. C. Manufacturer's Instructions. D. Manufacturer's Certificates. E. Manufacturer's Field Services. F. Testing Laboratory Services. 1.02 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.03 WORKMANSHIP A. Comply with industry standards except when more r tolerances or specified requirements Indicated more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.04 MANUFACTURER'S INSTRUC110N A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding. 1.05 MANUFACTURER'S CERTIFICATE.,. A. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products rnaat or exceed specified requirements. 01400 -- 1/2 01/88 1.06 MANUFACTURER'S FIELD SERVICES A. When specified in respective Specification Sections, require supplier /manufacturer to provide qualified per snnne) to observe field conditions, conditions of surfaces and installation, quality of workmanship, start -up of Equipment:, Lest, adjust and balance of equipment and placement of the completed installation into operation as applicable, and to mate appropriate recommendations. B. Respresentative will submit written report to Engineer listing observations and recommendations. 1.07 TESTINB LABORATORY SERVICES A. Owner provides first tests of materials unless otherwise specified. Subsequent tests at Contractor's exprrnso. Not i t y Engineer prior to manufacture or fabrication of items no that observation may be accomplished and furnish field samples of materials to Engineer for testing. B. Testing services will be performed In accordance with requirements of governing authorities and with spoclf1e.d standards. C. Reports will be submitted to Engineer in triplicate giving observations and results of tests, indicating compliance or non - compliance with specified standards and with Contract Documents. D. Contractor will cooperate with Testing,Laboratc,r persnnne.l; furnish tools, samples of m=aterials, design mix, equipment, storage and assistance as requested. 1. Notify Engineer and Testing Laboratory two working days prior to expected time for operations requiring testing services. 2. Make arrangements with Testing Laboratory and pay for additional samples and tests For Contractor's convenience. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 01/88 SECTION 01300 -- CONSTRUCTION FACJL111ED nND IEWOkhRY WHIhnl PART 1 — GENERAL 1.01 REDUIREMENTS INCLUDED A. Utility Services for Construction B. Sanitary Facilities C. Barriers D. Enclosures of Buildings E. Protection of Installed Work F. Security G. Drainage H. Cleaning During Construction I. Field Offices and Sheds J. Removal K. Use of Streets 1.02 UTILITY SERVICES FOR CONSTRUCTION A. Contractor will provide ail uttlitie.s nper;ssAry far construction at no additional cost to Owner, un] oLherwi noted. 1.03 SANITARY FACILITIES A. Contractor will provide sanitary Facilities as; decA hed in paragraph 31. Sanitation of Section 00/00 General Gonditions of the Agreement. 1.04 BARRIERS A. Provide as required to prevent pnh]ic entry to constr:Iction areas, to provide +or Owner's U50 of site, and to pro+ect egisting facilities and adjacent properties from damage from construction operations. B. Where construction creates hazard to traffic_ or public sal.ety, furnish and maintain suitable barricades, warning signs, and lights. Remove same when no longer necessary. ot5on -- 1/4 1 01/88 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C. Provide barriers around Lrooc and plant, cJesi]JnAtnCJ to rem, {in,. Protect against. vehicular traffic, vehicular e:;haust stored materials, dumping, chemically injurious mat.orials, and puddling or continuous running water. 1.05 ENCLOSURE OF BUILDINGS A. Provide temporary weather -Light c_lncrtrr, c4 npIrunw, in exterior surfaces to provide acceptable working conditions and protection for materials, to allow for temporary heating,, and to prevent entry of unauthorized persons. Provide-doors with self - closing hardware and lurks. B. Provide temporary roofing, as required. C. Provide temporary interior partitioning, as required, to protect installed equipment or materials. 1.06 PROTECTION OF INSTALLED WOl A. Provide temporary protection for installed products. traffic in immediate area to minimize damage. 1.07 SECURITY 1.08 DRAINAGE 01500 -- 2/4 Control F3. Provide protective coverings at walls, pr jambs, sills, and soffits of openings. Protect finished flops and stairs from traffic, movement of heavy objects, and storage. A. Provide security program and facilities to protect wor4:, eoistiny facilities, and Owner's operations from unauthorized entry, vandalism, and theft. A. Grade site to drain. Maintain r?; ;cavaitions free of water. Provide and operate pumping equipment, as required. 1.09 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; periodically dispose of off - site. 3. Clean interior areas prior to start of Finish work,• maintain areas free of dust and other contaminants during finishing operations as required. C. Maintain sites of wort; during construction to beep them reasonably neat and free of trash, rubbish, and other debris. 01/88 1.10 FIELD OFFICES AND SHEDS A. Office: Weather- tight, with lirlhliuf1, elucl outlets., heating, cooling, and ventilating equipment, and equrpt,erl with furniture. Provide, in addition, spice for Project meetings_, with table and chairs as required, 13. Storage Sheds for Tools, Materials, and Lquipment: Weather- tight, with heat and ventilation, for Products requiring controlled conditions, with adequate space for oryan1 ecl storage and access, and lighting for inspection of stared materials, as required. 1.11 REMOVAL In clean - up operations, remove f r o m •.,i tos of wurl. and 1 rom public and private property, temporary structures rubbish, and waste materials. Dispose o f excavated materials beyond that needed to bring site to elevations shown. During final clean -- up, any road constructed by Contractor for access 10 construction site to be leveled and ruts filled so that natural surface drainage is not hinder - eel and areas are restored to condition prior to construction. A. Remove temporary materials, equipment, servJces, and construction prior to Substantial. Completion inspection. B. Clean and repair damage caused by installation ur use of temporary facilities. Remove underground installations. Grade site as indicated. Restore existing fac]lities used during construction to specified, or to original condition. 1.12 USE OF STREETS A. Remove, as soon as practicable, accumulated rubbish and one>ii each block for public use. Us0 of any portion of street will not constitute acceptance of any portion of work. bacl:f i 11 .ind shape trenches across street intersections or driveways for - safe traffic at night, or where permitted, span open tre•nrhes with wooden mats or bridges to permit traffic flow. When driveways are cut, immediate_ placement of mats for ingress or egress of vehicles may be directed if undue hardship to property owner should otherwise result. D. Except where approved otherwise, do not hinder or inconven- ience travel on streets or intersecting alleys for more than two blocks at any one time. Whenever street is closed, place properly worded sign announcing fact to public , with proper barricades at nearest_ street corners, on both sides of obstruction. Leave no street: or driveway blocked at night. C. When street is closed, notify Fire Department and Police Department. 01500 - :=14 01/88 D. Do not block ditches, inlels, firn hydrants, etc., and whc..4 necessary, provide temporary drainoge. PART 2 - PRODUCIS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 01500 -- q/4 01/O8 SECTION 01600 - MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Products D. Transportation and Handling C. Storage and Protection D. Product Options E. Substitutions F. Variations Due to Equipment G. Systems Demonstration 1.02 GENERAL A. Incorporate into word. only new materials and equipment of domestic manufacture unless otherwise designated. Store these materials and equipment in manner to protect them from damaore. Manner of protection subject to specific: approval of Engineer. Pipe, fittings, equipment, and other serviceable materials found in site of work, or dismantled by reason of construction, remain property oF Owner. Remove and deliver materials to Owner to designated points. Pay for usable materials that are damaged through negligence at prevailing market price. 1.03 PRODUCTS A. Products include material, equipment, and syeLems. D. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification section will be the same, and will be interchangeable. D. Do not use materials and equipment removed from existing structure, e:tcept as specifically required, or allowed, by Contract Documents. 1.04 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid produr.t damage; dpliver in undamaged condition in manufacturer's unopened containers or packaging, dry. 01 /BS B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products cnmpJy with requirements, quantities are correct, and products are undamaged. 1.05 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Store loose granular materials on snlrrJ surfaces Jn a well- drained area; prevent mixing with foreign matter. D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. 1.06 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards. B. Products Specified by Naming One or More Manufacturers with <a Provision for Substitutions: Submit a request for substitution for any manufacturer not specifically named by use of Attachment - No. 3 to Section 00300 -Bid. 1.07 VARIATIONS DUE TO EQUIPMENT A. Foundations, structural supports, electrical work, and piping shown on Plans for items of equipment may be changed if necessary to accommodate equipment furnished. Every effort has been made to design foundations, structural supports, electrical work, and piping so that no changes will be necessary; however, exact dimension, and size of sr- d.,Ject foundations and structural supports and exact electrical and piping installations cannot be finally determined until various items of equipment are purchased and manufacturer's certified shop drawings are secured. Make required changes, after prior consultation with Engineer, at no cost to Owner. 01600 -- 2/3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01/88 1.08 SYSTEMS DEMONSTRATION A. Prior to final inspection, demonstrate operation of each system, to Engineer and Owner. B. Instruct Owner's Personnel in operation, adjustment, and maintenance of equipment and systems, using the .operation maintenance data as the basis of instruction. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 0160u - 3/3 01/8S SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 RED1J1REMENTS INCLUDED A. Closeout Procedures. B. Final Cleaning. C. As-Builts. D. Operation and Maintenance Data. E. Warranties and Bonds. F. Spare Parts and Maintenance Materials. 1.02 CLOSEOUT PROCEDURES A. Comply with procedures stated in Sect:Ion nu/no (nor al Conditions of the Agreement for issuance of Certificate of Completion. B. When Contractor considers work has reached Final completion, submit written certification that Contract Documenis have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready fnr Engineer's inspection. C. In addition to submittals required by the conditions of the Contract, provide submittals required by governing authorities, and submit a final btatement of accounting gi total adjusted Contract Sum, previous pa/men ts and sum remaining due. D. Engineer will.. issue a final Change Order reflecting approved adjustments to Contract Sum not previously made by Ghanoe Order. 1.03 FINAL CLEANING A. Execute prior to final inspection. B. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and 1 surfaces. Clean equipment and fixtures to a ,, ,anitary condition, clean or replace iilters of mechanic,11 equipment. Clean roofs, gutters, downspouts, and drainage systems. C. Clean site, sweep paved areas, ra4e clean other surfaces. 01700 - 1/7. 1 1 1 01/88 1 1 1 1 1 1 1 1 1 1. List: 1 1 1 1 1 1 1 1.04 AS IsUILTS. A. Contractor w, 11 make daily measurements tts of f ac. r l •i i. i es constructed and keep accurate records of location (horizontal and vertical) of all facilities. Un completion ei )oh, Contractor to furnish Owner with one scat of direct prints, marked to show as -built dimensions and elevations of all work: constructed. 8. At Contract closeout, submit documents with transmittal letter containing data, Project title, Contractor's name and address, list of documents, and signature of Contractor, 1.05 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 0 -1/2 ;: 11 inch (216 x 279 mm) three -ring side binders with . durable plastic covers. B. Part 1: Directory, listing names, addresses, and telephone numbers of: Engineer and Contractor. C. Part 2: Operation and maintenance instructions, arranged by Specification Division. For each Specification Division, give names, addresses, and telephone numbers of subcontractors and suppliers. a . b. C. d. e. f. g. h. 1.06 WARRANTIES AND BONDS Appropriate design criteria. List of equipment. Parts list. Operating instructions. Maintenance instructions, equipment. Maintenance instructions, finishes. Shop drawings and product data. Warranties. A. Provide duplicate, notarized copies. E;;ecute I::ontrac1or'3 submittals and assemble documents e:cecuted by subcontaci :ors, suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. B. Submit material prior to final application for payn nt. For equipment put into use with Owner's Permtssion durinu construction, submit within 10 days after first operation. For items of work delayed materially beyond Date of Completion, provide updated submittal within Len clays after acceptance, listing date of acceptance as start of warranty period. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 /O8 1.07 SPARE PARTS AND MAINTENANCE MAiER1AL A. Provide products, spare parts, and maintonance materials in quantities specified in each ir in nrir.hlion to that n,url for construction of work. Coordinate with Owner, r-Ir. to Project site and obtain receipt prior to final payment. FART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION n1700 - 3/3 DIVISION 2 - TECHNICAL SPECIFICATIONS 1 1 1 1 1 1 1 2.0 - POINT REPAIR OF SANITARY SEWER LINES It is the intent of this section to provide a basis for which a contractor can successfully and completely make a point repair to a sanitary sewer line. This basis shall cover all aspects of a point repair including methods of repair, materials, equipment and payment for work. 2.1 DESCRIPTION 1 1 1 1 1 1 1 1 1 1 1 01/88 DIVISION 1.0 - SPECIFICATIONS TECHNICAL SPECIFICATIONS The current City of Austin Standard Specifications are incorporated into this project by reference and they shall bey applied to this project except as modified in these wr•c i •l i cations aril on the plans. Whenever the germ "City of Austin" is used in the Austin specifications, it shall be construed to moan the Laity of Round Rock. A point repair to a sanitary sewer line shall be defined as a repair made at a specified location on a sanitary sewer line. E:nown point repairs are marked on the attached plans in Division :. A point repair shall be classified by the inside diameter of the pipe and by the trench condition. A point repair is defined as any and alJ work required for up to 16 linear feet of pipe„ The trench condition shall be of two types, wet and dry. 1. A wet trench shall be defined as a trench in which a well point is required to keep the excavation dry in order to make the repair. �. 2.2 - PAYMENT A dry trench shall be defined as r•i to - rich in which I he excavation is dry. A dry trench that fills up with rain water shall not be considered as a wet trench. The basis of payment for a point repair shall be as follows; A. Payment for point repair shall be made on a unit price basis as determined by pipe diameter and trench condition. Payment shall be full compensation for pumping required for well pointing, excavation, Bypass Pumping, all supervision, 1sbnr, equipment, installation, backfilliing, television inspection, materials necessary for completion of the work and cleanup. Division .2 - 1/8 02/88 B. A lump sum alternate for abandonment (See iier_ti nn 2.1_;) of a wet or dry paint repair. The lump sum shall include all wnr involved prior to the abandonment as aul ed by the Engineer, backfill, etc. and cleanup. C. Payment wi 11 not be made on monthly estimate unti 1 cleanup aprJ restoration is complete. - EXECUTION A. METHOD OF DRY POINT REPAIR The method by which a dry point repair shall be made shall include all supervision, labor, equipment and materials necessary to complete the following items; 1. Excavate a trench deep enough to uncover a sanitary sewer - line, wide enough to work in, and long enough to uncover up to sixteen linear 'feet of sewer pipe where required. Install adequate trench safety system in accordance with Specification Item No. 510. 2. Remove any fences, paving material, storm sewers, etc., th.tt interferes with the repair to be made at each specified point and replace fence, pavement, storm sewer, etc. in accordance with the applicable specifications. 3. Replace and reshape the bottom of the trench an that the section of replacement pipe will be on a straight line grade from beginning to end of point repair and will match flowlines of existing pipe. Any material replaced in the bottom of the trench shall be tamped so as to prevent sags in the sewer line due to settlement of•F:I trench material. 4. Repair and replace at least one joint and not more than +our joints of pipe, between three and sixteen linear feet, of the existing sewer pipe with the properly sized pipe in accordance with Specification Item No. 51u. Repair and replace any service encountered within the required three to sixteen linear feet of uncovered pipe with properly sized service as specified in Opeci.fic:ati-on Iten 510 and with enough sewer pipe to reconnect to the service line where it was severed. All service lines broken by the contractor shall be replaced at the contractor's expense, 6. Tie all new laid sewer pipe to existing pipe, main sewer lines and service lines, so that no possible source of infiltration /inflow (a leak in the line) may be created. When applicable, the main sewer line shall be severed so that a smooth plain -end spigot exists at both ends of tho Division - 2/8 02/88 trench. Any sewer pipe broken by the contractor, outside of the required sixteen linear feet of pipe, shall he replaced or repaired at the contractor's expense. All such occurrences shall be pointed out by the contractor to the Engineer when they happen. 7. Backfil1 the excavation so that the ground elevation will match the elevation before P;:cavaLion. Proper har l:fi 1 ling procedures shall be followed in order that no pond no .area will exist after settlement of the bac_kfi1l material Iras taken place.• 8. Clean the area so that no trash or salvaged pipe is left laying around. B. METHOD OF WET POINT REFAIR The method by which a wet point repair shall be made shall include all supervision, labor, equipment:, and materials necessary to perform and successfully completer the following items: 1. All items listed above for Method of Dry k wnt repair. 2. Well pointing by pumping the excavation dry and installing as required cement stabilized sand, crushed stone or gravr.l and re- shaping the bottom or the trench by hand so as to provide the necessary grade, similar to the existing line, for the newly laid pipe. C. ABANDONMENT If a decision is made by the Engineer in the field that a point repair to the line will not be sufficient to.cor•rect the problem, or if the contractor excavates at the required) location and does not find the source of the problem, then the Engineer shall verify and declare the point repair to be abandoned and the excavation backfilled. The contractor shall be paid for abandonment as specified in Section 2.2.L. above, At such time as the point repair has been declared abandoned, the Engineer shall determine how to proceed or whether to re that line for further investigation. D. FIELD JUDGEMENTS At any time during a point repair, the Engineer and /or his dul y appointed representative shall make field judgements which shall govern over the point repair until such time that the specifications will again prevail. Division 2 - /E! 02/S8 Field Judgements shall include the following situationr, ond any other questionable situat3on that may arise, 1. Determination of the trench condition - wet nr dry - to be made after the sewer pipe has been uncovered, 2. Determination of length of pipe to rolay. 3. Determination of well pointing raquirement. 4. Determination of abandonment. E. INSPECTION The point repair shall be in.ipected daily by thu Engineer anrliot his duly authorized representative and a daily log of work accomplished shall be duly recorded and signod by thy inspecfor and/or Engineer and the contractor's supe inspection shall be carried out. and dilly noted for eoLh uf thu following specific items and any other applicable situation and item. 1. Removal of above grouhd Interfureoc rrlated only to the point to be repaired. 2. Re of the bottom of the trench Lo aderwtnly sustain the proper slope of the sower pipe. 3. Installation of all pipe and Lonnyctions create a watertight system. 4. Backfilling, Final cleanup, restorRtion of vegmlatIon, fences etc., and replacement of interf.arence to recreate the setting prior lo the e'ftavation. 5 - The use of proper materialG as , ;pecifie . d. F. BYPASS PUMPING On all sewer lines in which n paint repair is to by made, the normal flow of sewage shall be re-routed by bypass pumping so as not to interrupt the iluw to the treatment plant. Bypass pumping shall conform completely to the specification on Bypass Pumping. Division 2 - r1/0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TELEVISING Or SEWER LINLS It: is the intent of this section to provide; sa ha.s.is lur t<;hrr.lr a storm or sanitary sewer lime can be inter nut ly 1nr.,pected by anon:; of a closed circuit television camera. 'this basis sh rlJ inc.1 ;rr all aspects of Lrrlevisi.nq including method, ega3 mans • r rl payment: for work. 3.1 — DESCRIPTION Televising of sewer lines shall hp dry'. i ned as r_•l r vi n inspection by the insertion of a closed circuit tele,i ie rame into a sewer line for the purpose of visual anspc -c1ion of llr, interior portion of the sewer line. All lines requiring reconstruc :tLnn and all Jinrs roc point repair shall by televised. All visual observations shall be duly recorded on a "Television Inspection Report Form" as supplied by the contractor. fl report form shall be made for each lino inspected and shall be turned over to the Engineer after inspection is made. It shall he the contractor':; responsibility to provide •t car the televising of sewer lines. Ii' there is an interference in the newer line that will ni'l. allow the television camera to pass, then the career shall be Lacked out of the line and an attempt shall he made to televise the ling_ from the manhole at the other end. If the entire length of they sewer line cannot be televised be :au4.e of two nr mote obstructions, there the engineer 01.3.11 be ncti.f1ed and determination of how to proceed shall he made by the Cnglneer. PAYI`1EN r Payments for televising the lines including video Limes shall be included in the unlit price per each for plaint repairs and the unit price per linear foot for lines requiring reconsi.rr-rr-tion. EQUIPMENT All equipment used for televising sewer linen shall l Lre of the highest quality and shall have high performance capabilities. 1 L shall be manufactured by a manufacturer engaged in the ro- ,ea•ch, development, and manufacturing of said 0q The television system shall be a self- contained system complete with winches (power and mechanical), cz ble, closed circuit television camera, monitor. Division 2 -- ;1/13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02/0S 4.0 - lATASS PUMPING It is the intent of thi5 section lu provid, a hasis, hy wh1 , J1 Mr sewage 'flow in a sanitary 5ewer line may he hyposGod for tho purpose of making repairs to the sewer lino. 4. J - DESCRIPTION The basis for bypassing scwage flow shall :nalude al proc,” and equipment neaussary for the accomplishment of Lilo :nt,,■ndod purpose. Bypass pumping shall be defined as the pumping or raw sewuje irom ono manhole to another manhole in order to eliminale flow through a section of sewer pipe. It shall be the responsibility of the contrc,:tor to Mal:P provisions to meet all requirements or these specificat]ons and Lo correct any problems which may arise as a result ul the pumping operations. 4.2 - PAYMENT Payment for bypass pumping shall bn included in the unit prico per each for point repairs and the unit price per linear font for lines' requiring reconstruction. 4.2 - EQUIPMENT AND SUPPLIES The contractor shall use equipment and supplies to occompti the bypass pumping as effectively and efficiently as possible. 4.4 - PROCEDURES AND METHUDS The following described procedures shall be the proceduros necessary for bypass pumping of sanitary sewer lines. P to commencing any pumping operation, the contractor must ohtain approval by the Engineer. 1. It shall be the respons)hil1 1;.' of the contrarlor to provide the necessary equipment, matcri labor anC supervision for the purpose of pluuninu off ,nd pumpinu down the sewur Itnpm deGiynit(A 2. The sanitary sewer linPs in the desiqnnted arm: L'holl be pumped down by using a Si :1-11:1 minimum 171.;:ed trailer-mounted electric pudv. Nr. other typo ot ptup will be acceptable without prior approval by the Engineer. D1v1. 2 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. he contractor shall be te for making arrangements and paying for elet.ti-ical servic to operate the pump. 4. The bypass pumping shall bo performed ccntinuously required in order to successFully completea each point repair and each line iecnnstruclioi 5.0 TRENCH SAFETY sysrEm It is the intent of this section tn provide a ha.sin inr s Irent.l! safety system for the protection of workers in utility trenchFs feet and greater in depth. 5.1 -- DESCRtPTION The Contractor shall use a trench sMely nysfem ainng tho 'ntire length of all trenches having u depth nf 5 feet or qroater, design and use of trench safety and EThoring rnquiremenl-. recommendations shall be in accordance with the ner!upotinnl Safety and Health Admini fO.S.H.A.) is- Health Standards And Interpretations 29 ChR 17261 1y2Q, i:ev17.ed 35 Subpart P-Fxcavations, Trenching and Shoring. and the Lily or Austin Building Code, Recommendations prm,ided in this 0135N•i0n in not release the contractor from complying with all ei the 0.S.H.A. requirements pertaining to 1331 '10, irenching .1nd shoring. The contraLLLr shall selor.f an apia epriete safety system based on site conditions, c353n3truct1. 111 methods, design requirements and economics. 5.2 -- MEASUREMENT AND PAYMENT The bid item "Trench Safet', System for Irenc.hos loot or Hre.w,ter in Depth" will. be measured by the 11 ne.,sr ' toot along 11 centerline of the completed trench. The bid 'r3 4.0 poi Unear foot shall be considered full compelmation for furnishing all materials, preparation, hauling, handling, installing, tools, equipment, removal and all incidentals necessary to complete the work for the trench safety system selerted. Ihe bid nriLo pru linear foot shall also include providing necessary 5313535511; for emergency exit from the trench. MATERIALS AND CONSTRUCTION 111:: 0005 1. GENERAL The rontractcr shall provide strurAural enqinf.c.'ring calculations and drawings with the s'?s1 of a Rotj!i..;tored Professional Engineer, regitered to prazlico in the State of Te;:as for the 113:513 '.311 1, 1 ? Irench shield er o2P.33 hydraulic chermg. Ihe design =hall w:lh all 0.S.H.A. requirements porialning tn e irencllinu and shor3ng. Un all trenchon 4-ford. deep cr MUtQ, tho conlror shall provide adequate meanm For em laddor , r steps and lecaled 1,u ps lecinlre nn NOI than 25 Feet oF laieral trav 2. TRENCH SHIELDS The L11;O of trench i 133 1 Ii13.l 1 hu in acco wJLL the manu.facturer's recommend,ition.L and spe:ificalLons. Trench nhields - shall be designed, ro113ic11ct0, maintained and usod in a manner 111'I L11 will hrInre at all times, the safety of thp perspnnnl worl:in;) in Lhe trAnCh. Trenc.h shields shall ll '1 ils(ructr.d fi em high sl rnqht steel and in accordance. with the American (nut:it:ate of Steel Construction Handbooh and VI P nMCA1C:in 'frl 1311113 Society Code D1.1. Design Load: HYDRAULIC SHORINO SO pounds per r>quarn -foot ser 1 11111. r'“ dc•pth (anp est ear th 31, 01:-.77ut.13) . 1110 drlci gn laid OE•13 r L 111. f:dji . r! 10111313 lho use et hydraulic -1 1.7 shall he accordance with the monufaLturer's rc and specificaiiens. Hydraulic shoring shall bp designcd, cowatrue:Lod, maintained and used in a manner whach will ensure at all times, the safety of the personnel :orking in the trench. Design Load: 411 pounds per square loot per foot o'F deplh tar e.r)rth proG::utol. Tho lond dee.- nol in( iurr.hoi C)ad DIVISION 3 - PROJECT REHABILITATION PLANS RECEIVED MS 2 6 1988 RECEIVED SEP 0 7 1988