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1961
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U tl +N , a I'.+ I..+w, JC '{1 {r f.,. (zl « .r. l} 1~. O' . l P, W ~•1 q yI {J~/ at y+ O [5' ~I Ir+70 p VA 6v1 a ,Y 0 i U n O V Q, L ~i t I/~i V, O C E r"E ~C.. a O r•• 04 A id «i w r CIIANGE ATID/OR b;X~R WORK ORDER BELL AVENUE PAVING Contrnot 61.1 OWNERS City of Denton, Texas CHANGE ORDER N0, 1 CONTRACTORS Publio Construotion Company DATE $ Auguat 11~, 1961 lit Estimated Na. Detail Desor~+:lon Delete the followings 216 1.8" Infiltite Pipe 9g L,F, 7.00 651.00 J 22, 2411 Infiltite Pipe 70 L.F. 8025 577x50 24, Conorete Curb Inlets 5 Eaoh 500,00 2,500600 Total . Credits $372,50 Add the followings { 21a 18" Conorete Culvert Pipe 93 L,F, 6,03 560,79 22a 24" Conorete Culvert Pipe 70 L,F, 7,16 501,20 24a Conorete Curb Inlets as per City of Dallas Standard modified to fit Bell Avenue 5 Eaoh 400100 2,000,00 Total - Addition T3-9 07 1 M9 9 Not Change in Contrast Amount - Credit 666,51 NOTE1' Wow covers ADDITION to ontraet price, (X) Deduotion Aonoptanoe is rooommended by Engineers, FREESE PINOLS AND ENDRESS B~ ACCEPTED FORT PUBLIC CONSTRUCTION COMPANY ACCEPTED ?URs THE r;ITY OF UENTON, TEXAS BY TEXAS BITULITHIC COMPAN (Sub Contrnot) t ~NTON, TEXAB PLANS, SMCIFICATXON3 AND CONTRACT DOCUMENTS THE CONSTRUCTION OP BELL AVENUE PAVING CONTRACT 61.,1 Bide to be openedt IOW A.N., June 20, 1961 AME&UH NO. t - "c.. 4$Q P o Add the following, This item includes oossorete steel, asanhols for (1) 10 ft. curb inlet So f „ ~ and li far t, of 18 R.C.C. P~ 0- Claass III, nine (9) S.Y. of 3" reinforced wire moon concrete for splash block. All excavation, bookfill and all Lvldentaj- necessary to construct as shosm in detail on Plan Sheet No. S. WIN MI Change this paragraph to read ae lollowes Immediately following final comp~uotion of the flexible base, the emulsion or RC.2 ri p tie scat snail tack coat shall be a cutback ae halt ~p~ ao owe' The to seventy (jpW70) P >eede at ocwbinir~ fifty with thirt to .70) per cent of the asphaltic material as specified Y ~ (30-5d) per sent of gasoline and/or kerosene as directed by the Inginee~r. RCTION 106s~t A3Pf LTIC C0 CRE E lOb•1 Qftml t Add the lbllowing sentence to this paragraphs a. The coarse aggregate in the Type 1;C," and "bh concrete shall consist of a minimum of Asphaltic drashed limestone. b. L 10 ton self-propelled pnsuM4ttic-roller shall be used for the final rolling as a meth od f o setli,ng thA riding surface. eentance~ s Chine the foilostiss~ ltic saaterial sha then be applied to the cleaned base atathe approximate rate of direoted by the between the limits of 0.2 to 0. Engineer 3 gallonr or an average of 0.2,5. gallon per S.Y._of surface area." to reads "n* asphaltic material for prime coat shall then be applied to 'the clearwd base at the rate of 0,1 to 0.2 gallons per square yard of surface area as directed by the Engineer." ra ~ae o the Promal on Page P. as ` apsoa in June 13, 1961 W Wj Ari N XKT itM=0 !M at r~' ir, u~v~r ~ t t ~ r I 9 J[ t r ~a r'~ - r X ~ } ~ 7 ~ ~...2,c y t,~. fILAIf4 .tK<<it :',,~~r~.fri 1, {S., i~;.r ) J b1 r~~i J gr irk yv ~x ;i cf ~ 1 `:Tt i :4: tr. ~r ~r v ~~k~fy 1 Is,=[wl ti ~ ~9 k„ xf t I I 6'~k,'1 ~ ~~l ~ PLANS, SPEC IFIOATIONS AND CONTRACT DOOUWNTS FOR THE CONSTRUCTION OF BELL AVENUE PAVINO CON'T'RACT 61-1 Bids to be opened1 10100 A,M., June 20, 1961 AMIM M NO, 21 r SECTION 106 . HOT MIX ASPHALTIC CON=Tr 9 as oho$m in ADtZNDVM N0. 1 . Paragraph a, to read an followsi The limestone aggregate to be used in Type "C" and "D" 'Hot Mix Asphaltic Concrete shall be so crushed that not lave than fifty (50) percent of the particles shall have more than one orushed face. 105 - HMUD LIML STABILIZF'D FIXXIBIF HARE. The Contractor sham, be given the privilege of salvaging the existirg Flexible bass from sta. 0+20 to 2)+81 if he so desires, If this materiel is used for f1wdble bate the Contractor shall have an independent laboratory run sUficient tests at his owr;'expense to deterwine the amount of gated Lim necessary to wla material ocnform to all the requirements for flexible base course as iwwn in Speoitiostions under Section 105 "ti,Ydrated Lime Stabilind Flexible Base"# All old asphalt shall be removed from the materiel. ISEM 4-A - ADDITION TO THE PROPOSAL Due to the irregularities in the existing concrete slab station 23+81 to 54+16, the leveliog`up course of Type "0" Hot Mix Asphaltic Concrete as detailed on Plan Aset No. 8 shall be considered a pay item, measured by the ton (2000 lbs.) complete in place as directed by the Engineer, Any other leveling up course aside from the above mentioned concrete slab shall not be considered a pay items but shall be included in price bid per S,X, for "Hot Mix Asphaltic Concrete, Item No, 4, ITEM 4-A, 166 Toss Furnish and place Type 1O" Asphaltic concrete for leveling up course on existing concrete slab Nta, 29+81 to 54+16, complete in place as shown` on Plans V w.r,raw..rw~ r r.+~~.rw If ...per Ton Total amount bid for this item shall be added to Total Amount Base Bid (Item 1 thru 17) as shown on page n of the proposal, 'di&%r shall acknowledge receipt of, Addendum No, 1 and 2 in the, space pro- vided'in the Proposal on page p. I SF, NICH018 AND SWUS June 16, 1961 Consulting Nngibssr.s Fort ',forth, Taus: r it 7 y/ ' 1 3 .:iXt~q : { b<~~ `~k It yin. a1~~ its ~ ~ '~'c)." i v. it Ic : 'y ' ~6 { DENTON, TEXAS STREET IMPROVEMENT PROGRAM SPECIFICATIONS AND CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF DELL AVENUE PAV114G CONTRACT 61.1 1961 Preparod By FREESE, NICHOLS AND ENDRESS CONSULTINO ENGINEERS FORT WORTH O TEXA S INDEX a'a~re IMV'ITATTnN FOR BTDS PIPOWIATION AND SPECIAL 111T8TRUCT'i0"1S 'fr BTDDr Z3 a LABOR CLA,SSTFICATION AND 'iINvut mom 9CAU', h PROPOSAL h CONTRACT AGREEIIHEMT k PERFORMANCE BOND 1 MAINTENANCE BOND 3 PAYMENT BOND t4a GENERAL CONDITIONS OF AGREEMENT 7 DETAIL SPECIT'ICATION9 Section 99 General Sootion 100 Clearing and Grubbing Section 101 Unalassi£ied Channel Excavation Section 102 Roadway Embankment Section 103 Removal and Disposal of Existing Materials Section 104 Preparation of Subgrade Section 105 Hydrated Lime Stabilized Flexible Rase Section 106 Hot Mix Asphaltic Concrete Section 107 Concrete for Struotuzbe Section 108 Reinforoing Steel Section 109 Concrete Curb and Gutter Section 110 Lay Down Curb and Gutter Section 111 Special Gutter 8ootion 112 Concrete Sidewalks Section 113 Roeharing Back Slopes Section 1114 Concrete Steps Section 115 Reinforced Concrete Valley Gutter Section 116 Median Strip Section 11.7 Retaining Wall-Al.tornaate Construction Section 1113 Reinforced Concrete Curb Inlote-Alternato Construction Section 119 Concrete Culvert Papa-Al.tcrnato Construction INVITATION FOR DIDS Sealed proposals addressed to Homer B. Bly, Oity Manager of Denton, Toxna, will be received at the offioa of the City I4annger in the Munioipal Duilding until -in iLu" 4.19.61for the oonstruction and completion of the followings CONTRACT NO. 61-1 d7LL AVENUE PAVINU At this time and place the proposals will be publicly opened and read aloud, Any bid received after closing time will be returned unopened. Copies of Plans, Speoifioations, and Contract Dnouments are on file and may be examined without charge in the offioe of the City Manager. Documents may be procured from Froese, Nichols and Ondreas, Consulting Engineers, 407 Danoiger Building, Fort Worth, Texas upon a deposit of $25,00, whioh deposit will be refunded in whole or in part as provided in the Contract Doauments. A cashier's oheok, curtifiod check or aeooptable Bidder's bond pay- able to the City of Denton, Texas, in an amount not less than five 0%) per cent of the bid submitted muut accompany each bid as a guarantee that, if awarded the oontraot, the Bidder will, within tan (10) days of award of contract, enter into a oontraot and execute bonds on the forms provided in the Contract Documents, Attention is called to the toot that not less than the prevailing wage rates as established by the City of Denton, Texas, and as herein. after set forth in the Contraot Documents hereinbefore described and which are made a part horoof, must be paid on this project. A peri.,,manco band payment bond and maintenanoo bondpearh in amount of not less than one hundred (1000 per cent of the contract price, Conditioned upon the faithful performance of the eontraot and upon payment of all persons supplying labor or furnishing matoriale, will be required, In case of ambiguity or lack of olearnosa in stating the City of Denton, Texas, reserves the right to adopt the pmostsadvantageous construction thereof, or to rejeat any or all bids, and waive formalities. No bid may be withdrawn within thirty (30) days after date on whioh bids are opened. CITY OF DENTON, TEXAS Homer B, Bly City Manager a , 1961 City of Denton, Texas Munioipal Building Denton, Texas Res Contraot 61..3, Gentlemen: Dell Avenue Paving We have been advised by your engineers that while the entire pro,jeot has been awarded to our Company, the rity of Denton desires to withhold the authorization of Item 18 in the Pro.. posal, this item being in oonneotion with the oonstruotion of a retaining wall in the viainity of Texas Woman'n University. It is our understanding that the City desires to oonduet additional negotiations with the University prior to authori.. sting this partioular seotion of the pro,jeot. We would advise that our Company is agreeable to delaying the authorization of Item 18 as shown in the Proposal. This agreement, of oourse, is oonditioned on the understanding that if this item is finally authorized, euoh authorization will be made in time to do the neoessary oonstruotion in the normal oourse of the pro,jeoti in other words, the authoriza- tion would be at euoh time that would not require undue hard- ships for our Company, suoh as moving baok to the pro,jeot site, or possibly doing some type of reoonstruation work► We would further advise that should the City of Denton eleot not to oonstruot the retaining wall as set forth in Item 189 this item may be deleted in its entirety from our Contraot without penalty. Yours very truly, PUBLIC CONSTRUCTION COMPANY By I ,1'N R~A'C~ ,ATrn s~ L .1 L~ LST a 1tUC In m"! 1• ~Pxk to bL Dono: The work included unclor this contract consists of furnishing all materials, tools, equipment, oto, ncconnary for the oon- struati.on and dompletion of Bell Avenue Paving. One-half inch (J") pro- moulded expansion joint material shall be placed botwoon all now and old ooncreto, also at expansion joints as shown on the plans. The general location is shown on the Plans. 2. fa~tcr+aia Furnished by Owmort The Owner will furnish a materials. The Conntractor shall furnish all materials, equipmont, oto. RQ.-Q£ plat gai Tho Owner desires the work to be completed at the earliest possible date. Bidders shall insert their time of completion in the blank provided in the Proposal. In the event the Contractor fails to complete the project within the time set forth in the Proposal, the Owmer may withhold permanently from the payments to the Contractor the sum of Fifty as liquidated damages, as stet forth in PAction 4,0 s Pao 17t of per day General Conditions of the ,tgroement. aKe 17, of the 4s id 'o s Bids shall be made on the blank form attached and the com- plete documents and plane shall be returned with the bids. Bids not no made will be considered out of form. 5• Bid_4 Djtrjja1 Each nronosal must be accomnanied by a certified cheek or aoeontable bid bond in an amount equal to at least five (5o) per cent of the amount bid as a guarantor that, if awarded a contract, the bidder will execute such contract within ten (10) days in the form hereto attached and make bonds of one hundred (100") nor cent of the contract price. b• ?'g3 o a~ep,.t "ith the execution end delivery of the contract, the Contractor shall furnish performanoo bond for the full amount of the con- traot. Bond shall bo executed by an approved surety company authorized to do business in the State of Texas and acceptable according to tho latest list of companies holding Certificates of Authority from the Secretary of the Treasury of the United States of Americas 7. &vment Bon za In addition to the Performanoe Bond, the Contractor will furnish a Payment Bond for the full amount of the Contracts Payment Bond shall be exeouted by an approved surety company authorized to do business in the State of Texas, and acceptable According to the latest list of companion holding Certificates of Authority from the Secretary of the Treasury of the United States of America. S' c_ e_ 8,,y Tn addition to the Performance Bond and P Bond, the Contractor will furnish a Maintenance Bond for the full amount of the Contract. Maintenance Bond shall be execut+;d by an approved surety company authorized to do business in the State of Texas, and acceptable according to the latest list of companies holding Certificates of Authority b fron the Secretary of the Treasury of the United ~tatna of America. Hain. tenanco Bond shall, Mmain in fordo fur a period of one (1) year beyond the date of written aoeoptancn of the, work by tho 0;,mor, to guarantee the repair and/or replacement dovelop during of defootivo materials and/or workmanship which may devel this period. dM of ead~U r,t prior to suWrinion of a proposal, the Bidders ahall, have made a thorough examination of the mite of the work and of the plans and speeificatione, and shall become informed as to the location and nature of the proposed oonstruotion, labor conditions, and all other matters that may affect the cost and time of completion of the work upon which he bids. 10. followstsThis job has been divided into throe sections as Section No. 1, beginning at 0 + 00 (center line Bast Oak Street) and ending at Sta. 3 + lfi. Section No, 20 beginning at Sta, 3 + lg and ending at Sta, 24 + 20. Section No. 99 beginning at Sta. 24 + 20 and ending at sta. 54 + 18 of south edge pavement at University Drive. The City of Denton desires that the Contractor begin his work in Sec- tion No. 2, which includes work to be done in the vicinity of the bridge. The "channel excavation" and "embankment" near the bridge will be under this contract and must be contnloted first its or4or for the bridge contractor to begin his work at once on construction of the bridge. The existing navement at intersection of Blount and MdcKinney Streets ,,7111 not be removal, 110WOVCVo Same work must be done at the intersection, such as making; new grades to fit existing natvamont, and changing the radius :At each corner. "toKinnoy Street must be left oven to traffic as much as possible. When one section in complete, arrangements for traffic to use at least one lane must be made. In fact, all streets must be kept, closed a minimum amount of time* ill E onerty !'ro.e ions The Contractor will be expected and requixgd to protect all property, fences, livestoolc. The Contractor will not be ver- mitted to out or otherwise damage any fences. All gates will be left in the condition they are found, i.e., looked gates shall be kept locked at all times except when in actual use, closed gates shall be kept closed, eto. 12. ''PAI is and Peinti as This Contractor shall, at his own expense, prow al parmit cure certificates and licenses required of him by law for the execution of this work, and shall pay all patent fees, license Tees, and royalties for the use of equipment or processes used in construction and completion of this project and shall hold tiie Owner free from any liability for the use of patents in connection idth this work. ry 13. Cltanp-e--~-of L catmi No change in the aliCnment is contemplatedo ifow- evor, should a change be neoessary duo to difficulty in right-of-way or othor roasons, the Owner reserves the right to make such changes unless it can be clearly showm that such change works an undue hardship on the Contractor, no extra compensation will be allowed the Contractor, except ae provided by unit prices applicable to such changes, 14. aafet ana P"o erty Protectiont 1.4 .1 Barr.toadej Guards and ~Arety Proviienst To protect persons from tn,jury and to avoid property damage, adequate barricades, construo- tion signs, torohos, red lanterns and guards as required shall be placed and maintained during the progress of the construction work and until it is safe for traffic to use the roads. Whenever required, watchmen shall be provided to prevent accidents and no extra compensation will be allowed therefor, Rules and regulations of the local authorities respecting safety provisions shall be obeterved, 14,2 Tx~ff_ i_ c_._and!},9,1ity Con ro7et Excavations for construction operations shall be conducted in a manner to cause the least interruption of traffic, 'Vetere traffic must arose open trenches, the contractor shall provide suitable bridges at street intersections and driveways. 14.3 E19it.sUraim3. rs M t Adequate bps made for the flour of storm sewers, drain! water coursesvonoounteredl during, the construction and the structures which may have been disturbed shall be satisfactorily restored unon completion of the work. 14.4 Property Yf to oct,3 'f'rees, fences, signs, poles, guy wires, and all other nronerty shall be 'protected unless their removal is author- ized and any nronerty damage shall be satisfactorily restored by tho contractor. 15. xnvestiation of Iocai 'o Prior to the submission of a proposal, the Contraotor shall have made a careful examination of the site of the work and of the contract documents including the plans and specifications and shall become informed as to the location and nature of the proposed construction, the kind of facilities required before and during the construction period, labor conditions, and all other matters that may affect the costs and time of completion of the work. 16, Rotund on Denos~tt it is intended that all parties with an interost in the work be given a reasonable opportunity to examine the documents and prepare a Iid or sub-bid without charges or forfeiture of deposit. Documents may be examined vi.thout charge as noted in the Advertisement for Bids an() at certain eervioo organizations (Texas Contraotor, Dodge Reports)& obtained the Engineer will deposit mades required (a) For bidders who submit a bona fide bid to the Owner a full refund on deposit will be made on one not of documents procured by such bidder, . d (t) For other persons, i,e,, sub-contraotors, material suppliers, etc* a f!tll refund on deposit will be made on onr, set of documents procured by such persons, provided that the documents (,re retained in the possession of such persons not longer than nine (9) dayr, (exclusive of time allowed for mailing), (o) For extra sets of documents obtained by bidders or other persons, or for sets of documents obtaited by persons other than bong fide bidders, that are held by such persons larger than the stipulated time of nine (9) days, there shall be made a refu,id of the deposit less the sttm of $10,00 estimated to be the cost of reproduction of documents. (d) No refund of deposit will be made on documents which are not returned to the Engineer on or before the 10th day after the date of re- ceiving bids, 170 RUht-of-Want The City of Denton will provide neoesuary right-of-way or easements g the route of the project, The Contractor shall replace, tepair, and rentore any improvements on or along the right-of-way or ease- ments which may have been removed or damaged in or duo to his operations when ordered to do so by the Engineer, All property along and adjacent to the Contractor's field of ovoration shall be adequately t>rotooted and when damaged or removed shall be repaired, renlaoed, ronewed, or otherwise put in a condition equal, to or better than existed before the Contractor caused such damage or removal. The right-of-tray along stroets shall be to the nronorty line of such street. If the Contractor dosires right of ingress and egress at ether points, the Contractor shall make such agreements at his own expense with the property owners. All materials and equipment shall be kept within the designated right- of-way. Trucks, automobiles and equipment will not be permitted to out across the private land and make now roads or got outside the right-ofr~=yr at any time. 18, ;nterpretatio pf 4oted Pri Apt In case of a difference between the written words and the figures in the Proposal, the amount stated in written words will be considered as the bid. 190 3'D ~tion of Sbeeifica ionsI An any apooifioati.on drill, be answers by Addendum which will obehsentatonallf who have boon furnished with the plans and spooificationa, 20, &MWtt Payment will be made as set forth in the general Condittons of Agreement and Detail Specifications, 21, !a onatruc t Tho Contractor shall make his own arrange- mentx for water used under this contract. In the event it is desired to purchase water from the City of Denton, the City will designate which fire hydrant the water is to be taken from and will install. a motor . e thereon. The Contractor must furnish all other neconsary valves, piping, fittings, and labor required to make the conneotion aL his expense. City rates that will be charged for this water are as foll.owai First 3,000 gallons per month a $0.90 per 1,000 gallons. Next 7,000 gallons per month @ X0.55 per 1,000 gallons. Next 20,000 gallons per month G $0.45 per 1,000 gallons. Next 50,000 gallons per month (9 0.37 per 1,000 gallons. All over $0,000 gallons per month O 0.33 per 1,000 gallons. 22. v l of F tins Streei Mate 1st The extent, of the existing materials to be removed, inoluding paving, curb and gutter, sidewalks, concrete steps, driveways, eta. is shown on the Plans. Removal and dis- posal of all this material will be paid for at the lump swu price bid on in the Proposal. This lump sum price shall be full compensation for all labor, tools, and equipment neoessary for the removal and disposal of these materials. Tho City of Denton has made arrangements for the placing of some fill on property east of and adjoining the proposed street from approximately station 6 + 00 to the beginning of the bridge. The quality and type of snail allowed shall be subject to the a»nroval of the City and property owner. The Contractor shall make his oim arrangements for this soil area with the City. 23 ~ ,@ Ut .t i 23.1 Qensrall In the preparation of the Plans, the general location of certain underground utility, lines which are known to the L-gineer, have been shown. It is possible that some main utility lines have not been shown, and no attempt has beers mado to show service lines. Hones, it is not guaranteed that all utility linos or structures are shown on the plans. 23.2 Rg coat;°f Xjpjt Utilii~,ii All utility lines that are known to lie in a location that will interfere with the construction of any part of this project will be movod to a new location by the Owner at no cost to the Contractor. Should it be necoasary to relocate other utility linen discovered in the course of the work, the respective util- ity owning the line or lines will relocate the line or lines at no coat to the Contractor, The Contractor shall notify the utility concerned a sufficient amount of time in advance and provide suitable access to the work so that a minimum of inconvonionce to all parties concerned is affected. 23.3 e t o,t Cxistnr Fad adjaoont struotures and utilities, theCntractoreshall catahisno n endangern expense carefully support and protect all such structures and/or utilities no there will ba no failure or settlement. In case damage to an existing structure or utility occurs, whether failure or settlement, the Contractor shall rsatoro the structure or utility to its original condition and position without aomponsation from the O«ryer. f 24. Fire H rantst All fire hydrantsi shall be loft uncovered and access. ible. Tho Contractor shall, at his own expense, provide for all water courses, gutters, and drains interrupted by the work, and replace those looatod outside the liwits of the existing or proposed pavement in as good condit,lon as he found them, Floctric power polos, telephone poles, fire hydrants, water meters, valved, gas meters, etc, have been moved outside of proposed curb lines, however, in placos as shown on the plans some utilities are located be- tween proposed curb and sidewalks to be installod, Where this condition exists, special care must be exercised to protect these utilities against any damage from equipment. zS. Lxistinp, Sewer Manholes Valve E~oxeaan etch Dogss All manholes, valve boxes, arm r'U3Xes wi"2i l b sued or lowered to match the pro- posed grades, This work will be done by the City, and will be done at such ti.mo as the Contractor requests, Nowover, Contractor shall notify owner well in advance of construction to ~ijust those utilities, The Contractor shall ta:ce special care in placing and tamping of have.. meat around said structures. No rece s or raised pavement at structures will be permitted. 26. Roadway Tx. cavationI Cross sections have been plotted and quantities have bean calculated by the average and area method, showing the approxi- moto number of C.Y, of excavation necessary for the construction of the finished paving under this Contract, This does not include channel excavation at the bridge site. The quantity of roadway excavation as shown below is not a pay item and no guarantee as to their accuracy will be given by the City or Engineer. They are solely for the purpose of ostimating roadway excava- tion, Fatimated Quantities between the following atationas o oo to 8 54 730 C.Y. 8 + 54 to 9 + 17 9 + 17 to 18 + 50 o C.Y. 18 50 to 31 + 00 z,loo C.Y. 31 + 00 to 42 + 00 11,678 C.Y. 42 + 00 to End Job 2,20 8 C.Y. Total 8,954 C,Y, 9 PREVAT14ING WAG RATES IN THE, LOCALITY OF THIS PRIJECT FOR LABORERS, WORKMEN AND MECHANICS C1ai Tication Hourly Rate Air Tool Man Asphalt Heaterman $1,00 Asphalt Raker 1.50 Asphalt Shoveler 1.50 Batohing Plant Soaleman 1.25 Batterboard Setter 1.35 Carpenter, Rough 1.40 Carpenter Helper, Rough 1.60 Concrete Finisher (Paving) 1.25 Concrete Finisher Helper (Paving) 2.00 Concrete Finisher (Structures) 1.25 Concrete Finisher Helper (Structures) 1.375 Concrete Rubber 1,25 Fireman 1,25 Form Builder (Structures) 1.25 Form Builder Helper (Structures) 105 Form Liner (Paving and Curb) 1.25 Form Setter (Paving and Curb) 1.75 r Form Setter Helper (Paving; and Curb) 1`50 Form Setter ($tructur~js) 1,25 Form Setter Helper (Struotures) 1.75 Laborer, Common 1425 Laborer, Semi-Skilled 1100 Manhole Duilder, Brick 1625 Mechanic 1.50 Mechanic Helper 1,50 Oiler 1,25 Painter (Structures) 1,25 Painter Helper (Structures) 1.75 Piledrivorman 1,15 Pipe Layer 1.75 Pipe Layer Helper 1,25 Pneumatio Mortarman 1,15 Powderman 1.30 Powderman Helper 1.50 1,25 OS~K' UIPME, V OPT' t Asphalt Distributor Asphalt Paving Machine 1,50 Bulldozer, 80 110P. and loss 1.50 Bulldozer, over 80 H,P., Olt I 1,25 Bulldozer, over 80 H.P4, OR II 1*75 Concrete Paving Curing machine 1.55 Concrete Paving Finishing i-lachine 1.50 Concrete Paving; Form Orader 1.50 Concrete Paving Gang Vibrator 1.50 1.25 h Clas~ifiorstlon_ Hourly P(nJIR F;cJUIP1tCNT OPCRA'fORSs (Cont'd) w~r Conorote Paving Joint Machine Concrete Paving Longitudinal Float X1.25 Conorote Paving Saw 1.50 Concrete Paving Spreader 1.25 Concrete Paving Sub-Grader 1.50 Crane, olameholl, backhoe, derrick, d'line, shovel, 1.50 (lass than 11 C.Y,) OR 1 1.50 Crano, olamshel):, backhoe, derriok, d'line, shovel (less than 11 C.Y,) GR 11 1.375 Crane, clamshell, baokhoo, derrick, d'lino, shovel (If O.Y. & over) OR 1 1.75 Crane, olamshell, baekhoe, derriok, d'line, shovel (Ij O.Y. & over) OR 11 1.50 Crusher and Screening Plant Operator Dumptor 1.50 Elevating Grader 1.25 Form Loader 1.75 Front End Loader (1 C.Y4 and lose) 1'25 Front End Loader (over 1 C.Y.) 1650 Hoist (Double Drum and loss) 1,50 Hoint (over 2 drums) Mixer (over 16 C.1'.) 1.75 Mixer (16 C,F, and less) 1.25 Mixer (Conorote Paving) 1,25 Motor {Trader Operator, Olt 1 2.00 Motor Grader Operator, OR 11 2.00 Paint Striping Machine 1.75 Pump Crete 1.30 Roller, Steel Wheel (Plant-Mix Pavement) 1.30 1,30 Roller, Steel Wheel (Other) 1.30 Roller, Pneumatic (Self Propelled) Scrapers (7 C.Y. and lees) 11,37 Scrapers (over 7 C.Y,)OR 1 .375 Scrapers (ovor 7 C.Y.)GR 12 1.75 Side Boom 1.55 Tractor (Crawler Typo) BO H.1', and leas 1.3 1,30 Tractor (Crawler Type) Over 80 H.1, 1,50 Tractor (Pneumatio) 80 H,P, and loss Tractor (Pneumatic) Over QO H.P. 1.00 Traveling Plant (Stabil.i-ation) 1.70 Trenching Machine, Light 1.75 Trenching Machine, Heavy 1'60 Wagon Drill 1065 1.25 Reinforcing Steel Setter (Paving) Reinforcing Steel Better (Structures) 1,25 Reinforaing Stool Setter Helper 1.50 Steel Worker (Struoturalj 1135 Stool Worker, Helper (Struotural) 125 1.25 i Class1 ""'_Cioation Hourly __""-~_...-------___.__...y._._.-..----_-_____.._.. Hate Spreader Box Man Swampor $1.25 1.10 lUCK, lJ VGRSI Single Axle Tandom Axle and 6(lemi_Trailer 1.00 Lowboy 1,10 Transit.14ix 1.25 Winch 1.25 1.25 Vibrator (Hand 'type) Weighman (Truck Scales) 1110 Welder 1.20 Welder, Helper 1.50 1.^ 4 COt4PUTATION PF TA1',rS ON 8 HOUR DAY Tho Wages of each laborer and mechanic engaged in work on the Project under this Contract shall be computed on a basic day rate of 8 hours per day, 8 hours continuous employment= exoopt for lunch periods, oonstituting a days work. regal holiday work shall be paid for at the regular governing per diem wage rates. Work in excess of 110 hours per week shall be paid for at If times the basic rate of pay. WORK ON SUNDAYS AND IFO_HpLVDAXS The Contractor will not be permitted to work on Sundays or regal Holidays except in an omergency and then only upon written per- mission of the Engineer. No work on any contract item will be permitted boforo daylight or later than one hour after sundown, ,j PROPOSAL Denton, Texas June 20 1961 PROPOSAL OF'.- „Pu~]ia Conatruotion Co. 4.00 +~~at3on-os'ywsl~sal-uhdw.aM►--o~-~as Ste►t►.ot A Partr4arehip consisting of _ w, ,f~ aa~a ; p, 0., R ok,~ g~ r wb~ 1a an~r+di~idualrbwrotrin~•ae To the City of Denton, Texas Pursuant to Invitation to Bidders, as published, the undersigned pro- poses to furnish all labor, materials, and equipment, tnd perform all lark for the construction of the %11 Avenue Paving in strict accordance with the attaolsed specifications and accompanying nlana, for the following prices, to-Vitt TTV ESTT,' IATM D?,S)CRIPTTAP MIT PRICE TOTAL BID U011 r1 P I f i~ords } >1~-- (Firree) (F1zurea) 1• 750 C.Y. Excavation and Pemoval of Earth for Channel at Bridge Site Seventy Five Cents Per Cubic Yard , 0_...75 2. 2000 C,Y6 Roadway Embankment at Bridge Site ty CQntg y - Per Cubic Yar ( $-Q $..40~ 36 1 Li S. Removal and Disposal of all Existing Materials to Extent as shown on Plane, including Asphalt paving, Curb and Gutter, lay Down Curb and Outterp Con- Crete Steps and Concrete Side- walks for the Lump Sum of LiahEeen ThOLtnntl OVA ; ~'•-hrwri and F Dollars k ~~e< 4. 18,267 S.Y. Furnish and place Hot Mix Asphaltic Concrete, including "preparation of atabilized subgrade", stabilized flexible base, tack coat, and leveling course where required, complete in place Tyrn bollb►+A anri Nin.+ e■ C.►,+. Per Sq a Yd. 5. 7,600 S.Y. Furnish and place Hot Mix Asphaltic Concrete Aud Tack Coat over exist- ing Conoretei Pavement, complete in place QI Elahty Three ..M~.r _...,,~,~M +rww+r+r..r ww,ww,i~er Sq. Y?i•_Q_A3 6. 10,260 L.Fe Construct Concrete Curb & Gutter, inoluding Concrete & Reinforcing Steel, complete in place C<Onn Dollik f.n ...F:.o.'ttLiV2.r... Cents Per Le re f 5 p n 70 243 L.F. Construct Concrete "Lay Down Curb and Gutter'", including Concrete and Reinforcing Steel, complete in place ~ Tr(o Dot i ars _~nd No Cen A Per L.F. 8e 120 L.F. Construct 1.5 Ft, wide Conorete Special Gutter, including can- orete and reinforcing steel., complete in place $,.Ong, DULAr and No Ce_nbt L.Fe. $ - $_i.?n tin..,, 9. 575 L#F. Construct 240 Fts wide Concrete Special flutter, including Con- orete and Reinforcing Steel, complete in Place OQnne P_211Ar And Ch +'tv Ceti A .~.aJer L.F. $..L,,'~Q,,,, 7 •,~A..... 1 ITE►i ESTIMATED DESCRIPTION UNIT PRICE TOTAL BID res) Wow) 10. 1 L.S. Construct Concrete Steps, Complete in place ae detailed on Plane and Described in Specifications for the Lump Sum of ThrAA Thn bAnnd L' 4..a ,H1iad.. Dollars nri No .a•+~w "-liars ll. 1,165 S.Y. Construct Concrete Sidew 1k, including Concrete, 6" x, 6" No. 6 gage Wire mesh, rxnar0on Joint Material and tw) (21" inch sand cushion, complete in place G ~h3'4ar~c.,,,~,~~itty Cen r...,,Per Sq'. Yd. y 12, Lump ,Sum Construction of Vedian ,Strip, including Concrete, 71minforoing Steel, and Asphalt Filler as ahow on Plane, complete in place e Two Thousand Do„Ylare and Na „w CentrLump Sum l3+ 920 I,,P# Construction of Concrete Valley Gutter, inoluding Concrete, and Reinforcing stool, as shown on Flan((((f1~ry~s~\,„„eqcomplete in place O,W ThPAA DQ13-brpt it'd TjdaAty..Zim*.. - CA-1ktA-%w=waer Lt Fe 140 200 S.Y. Extra for each additional six (611) inches of depth for pre. partition of subgrade not shown on the plans f] q,,,,rOrt Vents •,iw-rwrw.~rMYYrrrr 'may r MYw Mw MYyily» er S. Y. `„1/',-hrww,w Ly.oo 150 10 C.Y. Extra Class "A" Conorete, not ghown on Plans, complete in place Fib.,.., .f_ t..3.r po1». r g,w+!r1d r-+-r-rwr.-r er Cu. Yd. • m ITEM ESTIMA'T'ED DESCRIPTION UNIT PRICE TOTAL DID QUAN~'ITY (~fce to be 4Jritton in 4Jor F rey~--~--- l6 10OOU Lbe. Extra Reinforcing Steel, vn fit shown on Plans, complete in place 6 Fourteen Centb z ft.".... Per Pound $ 0.14 1?• Lump sum Construction of Cu!'b Inlet on Drain Pipe at Sta. 10 00 (if Alternate Storm Sev&r is not used) as shown on flans, com• plote in place Lump Sum $..-lpp„p7~ . TOTAL AMOUNT BASF, BID (Item 1 thru 17) $_112,108.82 w The following items are intended to be Alternate Bid items and moy be included or deleted from the Contract at the Owner's option. 18. 200 L.F. Construct Retaining Wall, including Concret$, Reinforcing Steel, Exca- vation, and Saokf'ill, complete in place a Fourteen Dollars dd F Cents Per L.F. 19. 800 L.F. Construction of Concrete Valley Gutter, including Concrete and Reinforcing Steel, as shown on Plans, complete in place __Thren DO~~ni'fl and Twnn+v, Fib .Gents Per L.F. 20. 1#420 $,Y• Furnish and Place Hot Mix Asphaltic Conorete, including "preparation of stabilized subgrade, stabilized flexible bane, tack coat, and lev- eling courso if required, for off- hide parkin({, complete in place as shrtwn on Plans d Three Dollarn and FiftX Five Cents ,.»_.-Per Sq Yd. n ITTII E8TIHATED DESCRIPTIOM UNIT PRICE TXITAL BID r o. ~var~r~Tx,..~ ~PrkI_nxc,..,.,(E~uree) 21. 93 L. F, Furnish and Install 18" 'Infi1- tits" Reinforced Concrete Rubber Gasket Joint Pipe, including excavation, baokfiTl, etc, comes plate in Placa as shown on plans Seven Dcllnrs Cents s00 4 6y1.00 22. 70 L.F. Fltrnish and Install 2411 "Infil. tit9" Reinforced Concrete Rubber Gasket Joine pipe, including excavation, back.fill, etc. oom. plate in place as shown on plans ®UWA Do12ar~ and Twenty, Five e . _ . _..r Per L. F. 23• 2,120 L.F. Furnish and Install 3311 Reinforced Concrete Culvert Pipe, ASTI! C-76, Class Il.l, including excavation, babkfill, etc. complete in place . Ten. Ug1Xartand Fiftx Centta Per L. F. h 1 0 11 240 5 Ra• Furnish and Install Reinforced Conorete Curb Inlets, including Concrete, Reinforcing Stoll, Fxeavation, Backfill, and Cast Iron Frame Cover aoh .S 0 TOTAL AMOUNT ALTERNATE I gas (Items 18 thru 24) 26.42q 50 TOTAL AMOUNT BASE DID PLUf9 ALTERNATE Q1,018 (Items 1 tltru 24) ~~.....,..~a~~.3~c.....~ Includes Item No. 4A in Addendum No, 2 The undersigned bidder .agtves t.u oommenoe work within ten (10) days after the data of written notico to commence work and to substantial.lyr com.. insaragraphr4,01 of theh n Geok.+li ri within ~fonditions oQthAgreeme days as defined Agreement. 0 Molosed 4rith this Proposal is cashier's check or certified check for Dollars, or a Proposal Bond in the purr of. ~3wvan T1........a nnl l nr r~ n,4-x ($7..nnr)-nn Dollars which it is agreed shall be collsoted and retained by the Owner as liquidated dsmagsa in the anent this Proposal is 100e04d by the 04ner within thirty (30) days after the date advertised for the reception of bide and the undersigned fails to execute a contract and the required fronds with the Owner, under the conditions hereof, within ten (10) days after the date sa.td Proposal is acceptedl otherwise, said check or bond shall be re•-urned to the undersigned upon demand, The undersigned hereby declares that he has visited the site and has carefully examined the Contract Documents relative to the work oov. Bred by the above bid, Bidder aoknowledgea receipt of the following Addendas Addandu y }~A8pflCtfUl~ y nub+nitted, '.`-P..li1i~'j"C • ~4 gg~H?~.it41R-CO t.-~...~....,...,.......-,.....,,-.,,, P. 0. Bnx 7.50 Dey, nton, Tex je..-,..-..,..,. Address $y~ ' N. .Stabile, Partner w (Seal if Bidder is a Cornoration) CONTRACT AGREEMENT STATE OF TEXAS CUUdI'1'Y 01. „ blsNTON '1'II:I:S A(ImpsM inr I mado and entorod into thi.rs -,LL-14day of J1, A, I]. 61 , by and bon The Ci:Cy of d)oni;on of 'rho County or Donton ~ and Stato of Toxan, aot.tri(; through _ its i4rtyor thorount,o duly autltorirad ,1o to do, Party of the First Part, horointi'tov tormcd L110 (IMIERt and W. m. 1ago.o~, CI. 1(iokn rind N. J, Uabile doing hurliflomi as Publi.o ComAruod.ion Co, ^ Of tl►o City of Denton , lounL,y of _ Donton and itato of '1.'exas; , Party oil the Ucooncl Part, I►("r("i.nafd;r;t, M^ tormod CONTRACTOR. WITNESSE'i'dl; 1'di,tt foil and in oonsi.doratl.on of tho paI/wont, ,imd arroomonts horoinaftoz' monti.onorl, to bo taado ani porformcd by tho Party or tho Pir€st Paz'L (O4lNHIR), and undr.►' Lho conditi.ono oxpro,180d in tho borndo boarinft ("von date horowlth, Lh,; 'add Party of tho Sorond Part (CONTI(AC'P01t) horoby agroeo with the 13t11.d 1'tartly or tho Firtit Part (OVIN R) to oormarnco and oompl.ato the connLruction of r;crr'ttfl.n improvomonts rloorri.bcd ao rol.a.ow~1 ContrauL 6.1-:1 JR,.I.l Avrnuo Petving and all oxtra work in connootion thorowith, un(dor tho torms at, ststd,orl i.n tho Uonoral. Conditionu of Lho Aftroiimont; and at has (or thoir) own proper oo.,A and oxponao to furnifill rtl.l Lho rnatorialr►, su; pl iarr, machinery, oqui.pmont, toole, suporintendenco, labor, insurmnce, arid other acoosoorlno and r~ervi.oos nocosoary to 0ompl.oto Lho oldd nomAruction, in accor~lrtnoo with tho conch-- ti.onu and prieos stated in tho propoaal. atta'lt("d horeto, anrd i.m aeoordrtnco rtnL In with all. tho Oonoral. Conditions of tho ACreo111ont, In aeoordanc_ w.it h the 7--15_6U i plans, which i.nol.uder, all maps, plats, blueprints, and othor drawings and Printed or written oxplanntory matter thereof, +nd the Spor.ifications there- for, an proparod by I~REti;L, NICHOM AND IINDRCSS heroin onMl.od the ENGINEER, oath of ylich hat; bean identified by the CON'IRACM and tho ENGINEER, to- gothor with the CONTRACT'OR'S written Proposal, the General Conditions of the Arreomottt, and the Porformartoo and Payment Ronds horoto aLLachodl all. of which are made a part hereof and collectively ovidonoo and constitute the onLi.re contract, The CONTRAC'T'OR hereby agroos to continence wort; within ton (10) days aPtor the dtite written notice to do so shall have boon gi.van to him, and to substantial.:ly comp].oto said work within dayii after the date ostabl.inhod in the written notice to commence work, subject to such extsn- sicns of Limo as are provided by the Ooneral. and Special. (ondl.tions. The OWNXR agrees to pay the CONT'RACT'OR in current funds the price or prioon shown in the proposal., which forms a part of this oontract, such paymonts to be subject to the Oonoral and Special. Conditions of the contrc.ot. IN WITNNEJS WIiEREOPt the parties to these presents have executed this Agreement in the year and day first above written, ATTEM 111I1is W?VY OIL DENTON O TEXAS Party, f the I~irat fart, 74BII W, D* PuLLri..1a, City ;hate lLar { `J 13y l J I PAIIk- Hi~rrow, Mayor (SEAL) i f AT"I'ES'~I f tt Party or tho Second Part,CONTRACTOR TILIO (SEAL) 7-15-6D 2 PERFORMANCE DOND STATE 011' TI+;XAS ~ COUNTY OF BENTON ~ KNOW ALL MEN 13Y THESE PRESENTS 1 That 41. 14, Jagoo, U. 0, Rinka Fc Co., N. J.Stabi.le dba Publ.io Construction, of the City of Donlon County of Donton , and State of Texas as PRINCIPAL, and UreaL American Insurance Company, New York gas SURETY, authorized under the laws of the State of Texan to act as sul'ety on bonds for principals, are hold and firmly bound unto the Clay of Dontoin, Toxan ,as OWNER, in the penal sum Ono hundred thirty eight thousand One hundrod of 'I'hirLy Eight Dollars and Thtray Two Centa Dollars ($118,198,32 ) for tho payment whereof, the said Principal and Surety bind thomoolvoB and their hairs, administrators, oxooutors, successors and assigns, ;jointly and soverally, by these proeontst MIEREAS, the Principal has entered into a certain written contract with the OWNER, dated tho __La day of ';[-GLY , 19 Gl ,,for the construction of _ G~latrac;__G:L••'I. 1303.1. (lvcnuG 1'~va~ut which contract is hereby voforroJ to and made a part hereof as fully and to the namo extent as if' copisd at length heroin, NOW, THEREFORE, Tl1E CONDITION OF THIS 013LIOATION 15 SUCH, that, if the said Principal shall faithfully perform said Contract and shall in all rospoots duly and :Athfully obsorvo and perform all and singular tho covenants, conditions and agreements in and by said contract agrood and covonantod by Lho Principal to be obsorvod and porformed, and according to the true intent and meaning of said Contract and the Plano and Spuoifi- cations hereto annexed, then this obligation shall be voidl othoiiil.ec to romain in full. foror) and offoct PROVIDED, HOWEVER, that this bond is oxocutod pursuant to the provioiono of Artiolo 5160 of the Rovised Civil. Statutcn 01' Toxrao tm amondo(i G0 3 J by act.; o!' Lho %th Lug' ntaturc, Rcpular Session, 19!9, and all. 7iabiliti.os on Lid-, bond sha7.1 bo dotorminod in accordance w.Uh I,ho provisions 01' said Artiele Co tho ,uamo cxtont a5 if it woro copied al, lonleth herein. P.IOVI'DED FURTHER, that 11' any Legal actiorJ he filed upon this bond, venue s0mll. Lio In Dvid,on County, Stato of Toxae. Suroty, for value received, stipulates and rq!roon that no change, extonsion of time, al.toration or addition to the tormn of the contract, or to the work performed thoroundor, or the plans, spccificaLtons, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notico of any such change, ext,onsion of time, altoriAtion or addition to the terms of the contract, or to the work to be porformed thereunder. IN W'I'TNESS WHEREOF, the said Principal and Surety have signed and scaled this instrument this t x:m clay of Z uLy , 19 (a I Public Conetruoti.on Co. Liroal, Amciriowi 'In►wanee Co. Principal Surety n _ l`it,7.o `'artrio> WILLARD Gi011 y ' I niionxeY.ili•i r i.o Addroas- P- G. &Jx 2!j() AddrY I)onLon, Toxfjs L l } _t:Nle{J tJl111 nVf~ IIP! [ir_ A'74'tl'•tn Ian (SEAL) (SI,A1,) The name and addroa,, of tho Resident Agent of Surety is; ~ ,Al,~+,I ~'Y~ i 1 ~ ~ `G, y WI[ i 4t?1) {;Lt(77l1° Notol Date of bond must not be prior to date of Contraat. rr-a.;-C~o Ia ^+AT fqr,Nnrnn; fir, TIM, STS TE, Of' TEXAS ~ COUNTY OF DrN KNOW A LL MtsN 13Y T11 ,51s' 1'1?I;SI N'f 5 ''ON ~ IfA'P W~ fI' jagoo, G,Cr. Itickc & N'J' S--- S~at_w."-O clbit Public Courstruotion Co, ar Principal., and Groat', Amorican l:nsuranoc Cornpvxtiy a Corporation, organized under the laws of New York and - as Sureties, do hereby expressly aoknowl.edge toemeel.vos to be hold and bound to pay unto the City of Denton, a municipal corporation, chartored by virtue of a Special not of Legiulature of the State of Texas, at Denton, Denton County, Texas, the sum of (b •e ,1L j'v },~S.,,hE 'i'►tou ~Ar, i Uno Ifur fl~'1'bti'ty Linhi 1)v1La.'s-audaZ11QL...~.h._...r ~ X6,136, 2 ? Dollars, for the payment of whic sum well and truly to be made unto said city of Denton, and its successors, said Principal and Sureties do hereby bind themselves, thoi.r assiNns, and successors, jointly and severally, This obligation is conditioned, howevor, that, whereas, said ~ f'ubl.i.o Genstruut:ion Co, ~}tas this day entored`into a written contract vith the City of t'onton to build and construct the 1301 Avonuo 11a.vi,nN ConLrnet 61.-1. which contract and the plans end specifications therein montioncd, adoptnd by that City of Denton, are hereby expressly made a harts heroof as though the same woro written and ombodiod heroin, Mtereas, under the plans, snor,ifications, and contract, it is provided that the Contractor will maintain and koev in flood repair the work herein con- tracted to be done and performed for a period of..'.One, year ~ from the date of acoo tanoP and to do all necessary baokfilling that may ariso on account of sunkrn conditions in ditches, or otherwiso, and to do and nerfo na all. necstnary work and repair any defective condition growing out of or arising, from the improper Joining of the same, or on account of any breaking of the same oaused by the ;;aid Contractor, in layl.ng or building the same, or on account of any defect arising in any of said parts of said work laid or constructed by t}te said Contractor, or on account of improper excavation or backfilling= it being understood that the purpose of this aeetion is to cover all defective I la i condition arising by reason of defective material, work, or labor performed by said Contractor; and in case the said Contractor shall fail to do so, it is agreed that the City may do said work and supp]y such materials, and charge the same against the said Contractor, and surotios on this obliga- tion, and the said Contractor and Sureties herein shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part to comply with the terms of the said provisions of said contract; NOW THFREFORE9 if the said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for the said maintenance period of 0110 l Year as provided, then these presents shall be null and void, and have no further effect, but if default shall be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and said City of Denton shall have and recover from the chid Contractor and its sureties damages in the premises, as provided, and it is further agreed that this obligation shall be a continuing one against the principal and sureties, horein, and that successive recoveries may ix) had herein for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said vork shall continue throughout said maintenance noriod, aric' the -time shall not he change(.!, diminished, or any manner affected from any causo during said time. V I-IT Va,iS +UTRE(Tq the said Public Conotruction Co, has cauued these presents to be executed by ✓ 'r'te, 1'art.nor. _ and the said Groat Antoricun Tnouronce Company has caused those prosentn to be executed by its ,Ati;urn irz fact and the said WILLAW G OTTY, has hereunto set his hand this the day of 4b S URE'I Y PItTNC IPAL G[tll~U ACflsIt,TCAN INaURAIJC;!; COIVANY Ptl]3LTC C(il;~,"I"ItU(','P'Otd CG. Pfu. ;ner Attorney-in-Faot / `MLIARD (AMIly WITNESS AS TO SUf2ITYi ppq,lg „ _ (ItOTI i [sate of 11ai.ntonaneo Bond moat not l:o prior to date of Contract) tic PAYMI0317' BOND :7I'A9 E OF 'PIIiXA , coUI1'Pl' op DxfaON KNObI ALL ]ANN 13Y '1'HESIs PRli13I0,N'11St 'Ph.rt W.1, J1 too, G.G.ir,icks & N.J,Stabilo dbn Public Construction Co. , of i;IM City of' I)onton _ County of Dontral , and State of 'Pexari as PIU '[])AT,, and Greal American Insurance Comp rty, Now York ao SURE'N' aul horizon] under the 'Laws of tho Stato of 'Poxas to act as surety on bondo f oi' pri.no,.1 pal:;, •rrc hold and firmly hound unto tho of I)0nton, '1'oxan as OWNER, in tho ponal, sum of Ono Nundrod '1'hiiri;~ I i.rrl;l; '1'huusand_ Ono Hundred Thirty ]s:illii 32/1.00 Dollars ($1381]3B.D2 ) .for tho payrnont whoroof, they stdd Principal and Suroty bind thomsolvos and their hoirfi, mtmimv;trricors, oxoc_ utors, succosooro and assif;ns, jointly and sovorally, by thono pronontst 4111PPEAS, tho Principal hart onLorod into a cont.-rl.n wr,:tton contract with tlto Ownor, dated the [~I day 1.9 61. , Poll I,ho cornntruction of 1701.;1. Avanue Paving Contract 61_1. which contract is horoby ro.fcrrod to and made a part horoof ru; .fully m.nd to tho nru;re oxtont as if copied at lent+th horcirt, NOW, '1'11111110;FORPI, '11I CONUI'11011 OF '111"I'S 013L1GA'N01f 11 3811[;11, that 1P tho oald Principal shal_l pay all clalmants iuppl,yinr; labor runt] to him or a. r,ubcontraotor in tho prosocution of the work prov:i:dorl l'or in ,r d contract, than this obligation Chall bo Vold; othorw1 ne to rom 1:i.rn in full. force and of.foot; PROVIDI?1170 110411i1U1i;R, that this bond is oxocul,od pursuant to tho prow visions of Artiolo .5160 of tho Rovisod Civil. Statuto:; of 'foxm; ar; amondcd by aoto of tho Stith Laid.olaturo, RoCular 70r11slori, 1.9590 r,,nd all. li.abil.lbios on thi.r, bond shall ho detoml.ncrl in accordwwo ;-dth tho provision, 0.1, said Article to tho oruno oxtont a;n if' it wore copi.ad at l.onpUt horein. PROVIDED PUR1'11NA, that if any local. action bo Vilorl. upon thin bond, vonuo shall lio in Donlon County, Stato of 'f'exat3. 'r~iS..6o uroty, for vrl].uo rocoived, stipulates and agroos that no change, nxtenoior of t.i.me, altoration or addition to the tormn of' tho contract, or to the work performed theroundor, or the plans, sPoo ICicati.ons or drawings accompanying tho samo, shall In anywi.oo affect its (A)H r;ation on this bond, and it door hereby waivo notice of any such ehango, oxtonsion of time, altorati.on or addition to the terms of the contract, or to the work to be performed theroundor. IN WITNESS WHIORE010 , the said Principal and Surety havo nignod and sealed this instrument this 122L -day of -1 y, , 1.9__.61 PU13I,TC CONSTIZUCTTON CO, UR]W A1dMUCAN I:N.31MANCE' C014PANY Principal. Surety WILL ARD CROITY . I'itlc>_ Title nnwrw~t+a•r r Address Addro -7 „___Ar outs r, •fn:e i iae nu ~uc,r~~,~, ~ 315 `;OUlif AKAiM 5T, (~l~,nr,) (shnL) 'Clio name and addross of the RosidontSq Agent of Surety is; IIrNrUNI~ l1'r '1 , l '11;M, Notw Date of Bond must riot bo prior to date or Contract, l-ly-Ga 6 ()I': IMAL CONDITTONS OF" AGFtEEVENT 1, DIIPINITIONS OFD' TPNtMS 7-01 OWNPR, CONTRACTOR AND ENGINEER. T"io OWNER, the CONTRACTOR ctnd tho I,IIr;ItN,I~,It are tho;10 mentioned us such in tho AF~reomonb, They aro'br'oatod thr'oul;lrout the Contract Documr'ntn an if each woro o.r the, Sirigulav number anti masculino gondor, 'I'ho; TNGl:NEJl,'R ,;hall be unrlornf,ood to I)e the OINM~ ~ Z Of the OWNER or his duly author.ir,od roprosontative, 1.0 CONTRACT DOCUMENTS. 'rho Contract Documents shall oonsist of the Notice to-1, ontractors Advel'tisonion t)9 Special. Conditions (Tnstruetions to Bidders) Proposal, 3ignod Agrooment, Porfonnance and Payment Bonds (when roquirod~, Special Bonds (when roqui.rnd), Oonoral. Conditions of the Agreo- mont, Technical Specifications, Plans, and all modifications thereof incor- porated in any of the documents boforo the oxocuLion of tho agroomont. The Contract Doctunonts are compl.omontary, and what is oallod for by ,any ono ohall be as binding ao if.' called for by all, 1403 SUNCOPIiAC'l'OI;. The term Sub-Contra tor, us employed heroin, includes only those hav.i.ng; a direct contrast with the CON'TRACT'OR ar}d it incl.udets' one who furni,shoc ;naterial worked `,o a spocial dorjign according to the plans or• specifications of this work, btt down not Include one who'moroly furninhon material not no worked. ls„04 WRITTEN NOT'TCL. Written notice mhall be doomed to htivo ))eon duly sorvod if dol.ivovod in person to the individual or to a mombor of the firm or to an officer of the corporation for whom it is .i.ntorided, or if do.li.vorod at or sent by rogioterod mail to tho last b minesn addroim known to him who gives the notloo. J,.O'' rO1tK. Unl.rats otherwise stipulated, the LON'P1t~iC''Olt shall ps'nvidn and pay for 01 materials, fJUppltns, manhinoryf oquipno,nt, tools, supoi- ntonw dunce, labor, insurance, and all water, light, powor, fuel, tralloportati,on, and othor fruAlitioe noeounary for tho oxoouti.on and oomplction of tho work rovorad by tho contract documents. Unln,js othorwiso jjec:if od, all mated.-- al s ehal.l be now and both workma~3 n, „ hip and rrtut;orlals „hall ile of u good duality. Tho CONTRACTOR cihal.l, if roqui,rod, furnish satisractor;y ovidpnco as to the kind and quality o,r raterials. Materia7a or work rl.oscribed in words which Ho,appli:od have a well known tochnical or trado mo.rnl.ng'shah. bo hold to rofor to ouch rocogni.zod stan4lavcls, 1,06 . I?XT1ZA WORK, Tim tornt "1''xtra Work" as ucrl in this contract shall be understood to moan and inolude all work that may }x required },v the F,,PFG;i`Nl~i~fl or OWNP;R to be dono by the CONTRACTOR to accomplish any change, altoration or addi'ti.on to the work shown upon the plans, ar rntrsortabl.y impl.ind by the spooi..fications, an(i not covprod by the CONTRACTOR'S Proposal, oxcopt as pro.. vidorl under "Changes and Al.torationsn, her'uin, 7-15-60 7 1.01 WORUN(, MY. A "Working bay" is defined an any day not including Satur- days, Sundayf; or any legal holidays, in which woathor or othor conditions, not under the control of the CON`i'RACTOit, will permit construction of tho principal units of the work for a continuous period of not loss titian sovorl (7) hours botwoon 7:00 a.m, and 6:00 p.ln. 1.08 CALMMAR DAY. A "Calendar Day" is any clay of tho work or, month, no days boi.nt? excoptod, 1.09 SUI35'1'AN`i'IALLY COMPLITPEP. By the torm 11%bstar►ti.all.y Cornplotod" is meant that the structure has boon made suitable for use or oooupaney or tho facility is in condition to servo its intondod purpose, but still may require minor misco.llanoouo work and adjustment, 2. CONTROL OF WORK 2,01 LINRS AND GRADES, Unless othorwiso spooi.fJ.ott, all li_non and grades shall be furnished by the OWNLR or his roprooontative, Whonovor necuesary', construction work shall be suspended to pormit porformanco of this work, but such suspension will be as br;i.of as practicable and the CON'T'RACTOR shall be allowed no extra compensation thurofor. The CON'T'RACTOR shall givo the OWNER or tho BNOINLER ample notice of the time and place whore linos and grades will be needed. All. ntakon, marks, etc., shrill bo carefully prenorvod by tho CONTRACTOR, and in came of ori;'eloss destruction or romoVal. by him or his omployeos, such stakos, marks, etc., shall be rop;lacod at tho CONTRACTOR'S expelloo. 2.02 YNC1:1NBSU1.1 Atilmo TT~ Y AND DUTY, Unloso othorwino spoci.flod, it its mutually agrood between kilo partion to thi.e3 Agreement that Thu IIJUTNI;LIt shall ouperviso all work included noroin. Ho has the authority to ;stop tho work whonovor such stoppago may bo nocossary to insuro the propor oxooution of tho contract. In order to ptlovent delays 11nd dinputos and to d1800ur+IA110 litigation, it is furthor agrood that the 101MI NI'E'R shall in all rases doter.. mi.no the arnount;s arid quantities of' the sovoral kinds of work whi oh aro to bo paid for undor this contract. He ;Shall dotormino all quostionv in relation to said work and tho oonstruction theroof.', and shall In all. o;aijur; doalrlo every question which may ariso rolativo to tho oxecution of this contract on the part of said CONTRACTOR. The 1;l1(1I11)11111'.5 ostimates and findingo olial.l bo the conditions precedent to tho right of the parti.oo horuto to ti•bitrati.on or to any action on the oontract, and to any rights) of tho CONTII.AC'i'014 to rocoivo any money undor this contract; provided, howovor, that nhou'ld the i.N0TN1t 0,R rondor any docioion or (;ivo any direction which, in the opinion of slither party horoto, is not in acoordanoo with tho rnouning, and intent of this contract, oithor party may Pilo with said h;IJt11111.hf( within thirty (30) days hin written ob,joobion to the docision or direction so rondcrod and by such action may rosorve the night to submit the question so rtti.si}d to arbi- tration as horein pr•ovidod. It is tho intento.f this agroomont that there shall be no delay .ill the execution of thr work j thovoforo, tho written doci;3ion or directions of I;ho 10,01NEER as rondcrod shall. bo promptly carried out, and any claim arl.si ng therefrom nlra1.1 bo thereafter ad jut-itod by arbi-. tration an horoinaftor pr'oviclocl. 7-l. -6iO The i NCIPIENR shall, wi thin a roasonablo ti.mo, ponder and deliver to both the OWNdCR and the CONTRACTOR a written decision on al 1, cl.raimu, of the parties horoto and on all quosLions which taay arit;o relative Lo rho execution of the work or the interprotation of the contract, spealf.'icationo and planes. Should rho EN VI:Nd'1 R fail to mako ;ouch deci3ion within a roa3on(bl.o Limo, an appeal. P,o arbitration may be takori as If 11.1.3 docision had boon rondorod against the party appoaling. It Whenever the worlds "dirocted", "required", "pormiLtod,,, 'fdosignaLed", oon8idered nocessary"t "prosaribod", or words of liko iroport are used, it shall be underst,ocd that the direction, :loquiromont, pormi3sion, order, desig- nation or prescription, of the LNC INBER is intonclod; and nimi.larly, the words "approval", "acceptabl.o", "satisfactory", or words of :Like import shall moan approved by or acceptable or satisfactory to the 10,14 I1d11N."R. 2.0~_SUP RINTENDENCE AND INSPI,'OTION. It is agroodby the CONTRACTOR that the TRUNi,1e1t, shall be and is h~ e eby authorized to appoint .frora time to time such subordinate engineers, suporvisors or inspectors as the said )NGINIJN.1R may deom proper to int:pcot the material furnished and the work done under this agreement, and to see that the said material. In furnished, and said work is done in aocordance with the specifications bhorofor.. The CON'!'ILACTOR shall furnish all roasonable aid and aunintanoo rogvirod by tho subordinate engineers, supervisors or inspectors for the propor inupocticn and examination of the work. The CONTRACTOR shall regard and obey the trisections and instruo- tions of any subordinate engineers, supervisors or i.nopeotors so appointed, when such directions and instruotions are eontristont with the obligationo of this Agreement and the aacompanying plans and specifications; providod, how- ever, should the CONTRACTOR object to any ardor by any subordinate angincor, suporvicor or inspector, the CONTRACTOR mt>ry within nix (0) days make written appeal. to the LNPH NEER for his decision. 7,104 CON'1'dtAC1110103 DUTY AND SUP1;Ib1N`d'LNd)LNCd;. The CONTRACTOR obal.l give por- sonal uuontion to the faithful. prosecution and complotion of Lhitl contract and shall koep on the work, during DA progress, a oUmpetont cJuporJ,ntrndonL and any necosoary asuistants, all satinfactory to tho EVOINNN'R. Tho super.. intendant shall reprcriont the CONTRACTOR in leis absence and all dlvor;ti.ons given t.o' him shall: be as binding as if Ni.von to tho CONTMOTOR, 1111portant directions shall be confirmed in writing to the CONTRACTOR. Other rli von- ti:ons shall be so confi.iviod on written request In each case. ; 2.05 CONTRACTORrS UNDfRSTANII~INC1. It is understood and agroud that tht: CON'IEMOR has ,`by carof&4l oxarnination, sativf'iod hinnolf as to the nrtture and location of the work, the oonformation of the I,round, ;hocharaater, rlua'HAy and quantity of t.ho mntorirth3 to bo onnountorod, tho chavaaLar of equipment and f acilitios nooded proliminry to and durint; the prosecution or tho work, the general and local conrdii'Una, and all other mattorti which call in any way affoct the work under this contrast. No verbal: at;roomont or conversation with any officer, agent or omployao o' the OWNER) oi:ther before or aftor the execution of this contracL, 3ha11 affect or modify any of the torus or obl1,;w±1onr, horoin contained, 7-15-G0 9 L,nC MARA('Pf R Gig 4J~RNM~,N. The CONTRACTOR IRP,I'ros to employ onf,y orderly and competent coon, skil.lfnl. in the porformance o, the typo of work required undar this; contract, to do the work; and at t`oos that whonaver the EKOINP,'EIt shall in- form him in writing; that any man or men on the work are, in him opinion, incom- potent, unfaithful or disorderly, ouch man or mon shall be dischargod from the work and shall not, again be ompl.oyod on the work withoul; the 1lEJGlNEI,Ii'S written consent, 2.07 CONTRACTOWS WILDING S, The building of structures for housing men, or the erection of tarts or other forhds of protection, will. be permitted' only at such pla en as the ENGINEER shall, direct, and the sanitary oortdi,tions of the grounds in or about such atruoturaa shall. tit all, times be maintained in a manner ratinfactory to the ENGINEER, 2.06 SAN `i'ATION, Neeesnary ;unitary conveniences for the use of laborers on the work, properly secluded from public obsorvation, shall be constructed and maintained' by the CONTRACTOR in such manner' and at such points nn shall be approved by the ENGTNEElt, and their use shall. be strictly enforced. Z,Q9 8f10P DRAWINGS, The CONTRACTOR shall submit to the BNGTNEENt with such promptness as to cause no delay in his own work or in that of any other Con- tractor, Pour copies, unless otherwi.ne specified) of all shop and/or setting drawings and schedules required for the work of the various trades, and the ENGINEER shall pass upon them with reasonable promptnossr making desired Cotrootionn. The CONTRACTOR shall make any correotionzs required by the ENGTNEE?c, fi.lo with him two corrcoted: copies and furnish ouchother copies as may be neodod. The N;NGINEE'RIO approval of such drawings or schodulos shall not relieve the CONTRACTOR from ronponsi.bil.ity for deviatione from drawings or npeoificationst «nl.oss he han in wri,ti.nr, cal:l.od tho ENOINEMOS attention to such dovi.ation-i at the Limo of subminsi,on, nor shall it relieve him from rosponsibi.li.ty for errors o.(' any sort in chop drawings or schedules. 2,A10 13IIEI3MINARY APPROVAL 't'he ENOINEMIZ ;;hull, not have tho powar to waive the obligations of this contract for tho Furnishing by the CONTMCTOR of goon mntorial, snd of his performing good work as heroin described, all in full nocordarsco with tho plans and npoW fications. No failure or omission of the ENOTNEER to condmmn any defootivo work or material, stsal.l. roleaso the CONTRAC- TOR from tits obl.igationa to at once tear out, remove and properly replace the name at any time prior to final acceptance upon the di,ecovory of said defective work or matoriali provided, however, that tho EN01NEE11 shall, upon request of the CONTRACTOR, inspect and accept or rejocb any material, furnished, and in event the material. has been once acoeptod by the ENGINEER, such aoceptanco shall be binding on the OWNER, unlOFJ8 it can be clearly shown that such material furt•1tohod does not moot the npeoifioations for this work. Any questioned work maybe ordered taken up or removed for re-oxaminat.ion, by the ENGINEER, prior to final, moooptance, and if found not in accordance with the spocifioationa for said work, all oxponse of removing, rye-oxruni.nation and roplacoment shall. be borne by the CONTRACT0119 , otherwise the expense Lhua in•- currod shall, be allowed as EXTRA WORK, and shall be paid for by the OWNER; pro- vided that, whore Inspection or approval, ie specifically required by the apoei-• fixations prior to per.fo>,manuo of oertai.n work, should tho CONTRACTOR proceed 7-15°00 10 with such work without requesting prior inspection or approval. he shall bear all exponso of taking up, removing{,, and rcp7aci.ng this work if so di.ected by the ENUIWITR. 2,11 UECaC'['S AN>a 'I'flflTit tthldL l 1 C . It i.s further allrood that if the work or any part thoreof, or any matorial. brought on the site of the work for use in the work or solected for the ;amo, shall be doomed by Eke ENGINEER as un- suitable or not in conformity with the specifications, the CONTRACTOR shal..l, after receipt of r:ri.tterz notion thereof from the ENGINEER, forthwith remove such material. And rebuild or ctherwi.se romedy such work Ho that it shall be in full. accordance with this contract. 2.12 Cf[ANGES AND ALT I TIONy. The CONTRACTOR further agrees that the OWNER may make subh changes and altorationa na the OWNEM may so& fit, in the line, grado, ,form, dimensions, plansor materials for the work herein contemplated, or any part 'thevoof,'either heforo or aftor the beginning of the construction, without affecting the va'i.idi.ty of this contract and the accompanying perform- ance and payrinnt bonds If such vhanpos or alterations diminish the gda.nti.ty,of the work to be done, they shalt] not constitute the basis for a claim for damagos, or anti- cipated rrroftt;s an the work that may lie dtopeneod with, except as provided for unit price 'i.terd:IL tinder Section 5 "Measurement and Nymc>.nt". If the amount of work is incr,easod, and the work can fairly bo c.l.a si.fied under the speoi- fications, such increase shall lx) paid for accordi.n to the quantity actually done and nt the unit price, if any, established for such work under this con- tract, except as providod'for unit prioo itoms under'Sontion 5 'Measurement and Payment') othohd so, such additional. work shall be paid for an provided under Extra Work. In case, tho OWNER shall. make such changes or alterations as n;ake useless any work al.roady done or material already furnished or used in said work, then the O4lNSH shall recomponso the CONTRACTOR for any material or labor so u,"-d, and for any Tactual loss occasioned by such ohango, due to aotual expon;tes ineurred in prrpar~ation for the work as Originally planned. 2.13 RIG1iT Of EJ~1C,[NE ; 'i0 h10J)iIY 1;T1i011S AND EcJUIP1kpiT6 If at any time the methods or oquipm(nt' used 1)y thn CONTRACTOR are .found to be inotlequate to secure the quality of work or the; rato of progress roquired under this con- tract, Elio ENGINEER may order tho CONTRACTOR in writing to increase their safety or' improve thoi.r aliarrtct,er and efficiency, and tho CONTRACTOR shall coriipl,y with such order. If aL any time tho working force, of tho CONTRACTOR is i_nadnquate for securing the progrca., herolri :,lx,cltiett, the CONTRACTOR shall, if so ordered in writing, increase his force or e(lui_1,ment., or both, to such an extent as to Five 'reasonable ;)snura.nee of compliance with the schodule of progrose. 7-1~~-Go 1.1 3, GENERAL OBLIGATIONS AND USPONSIBILITIES i-o.01 UEPING OIL PLANS AND SPICI1OICATIONS ACC 0,(ZIDLL, The 1']NUINEElt shall furnish the CONTRACTOR with an adequate and reasonable number of copies of al]. 1)1an,-, and specifications without, oxponse to him, and tho CONTRACTOR shall k("op one copy of the samo constantly accessiblo on the work, with the latrst revisi.ots noted thereon, 3.02 OWNI HSIi7P Of -DRAWINGS. All drawings, specifioations and oopi.es thereof furnirhod by the ENG111BER shall, not bo reused on other work, and, with the exception of the si.pned contract sets, are to be returned to him on request, at the completion of the work. All modol.s are the property of the OWNER. 3.. 43 081QUAC Ol- DESIGN, It is undorstood that the OWNER bol.ioves he has employed competent engineers and designers. It is, therefore, agreed that the OWNER shall' be responsible for the adequacy of the design, suffi.oienoy of the Contract Documents, the safety of the structure and the practicability of the operations of the completed projectl provided the CONT(tACTOR has com- plied with the requirements of the said Contract Documents, all approved modi- fications thereof, and additions and alterations thereto approved in writing by the OWNER, The burden of proof of such compliance shall. be upon the CON- TRACTOR to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. 3,Q~_RICHT OI~y 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 )is may eloct, for the purpose of super- vising and inspecting the work, or for the purpose of constructing or Instal.- ing suoh'collateral work as said OWNER may desire. 3.05,,,_COi,LAT;1tAL CQNTR The OWNER alroos to provide by separate contract or'otherwiso, all labor and material: essential to tiro completion of thr work spocifical.ly excluded from this contract, in such manner as not to delay the progress of the work, or damage said CONTRACTOR) except whore such delays are specifically mentioned o.lsewherc in the Contract Documontti. 3.e_Q$ DI,;C11EPANCIE8 AND 014ISS1ONa, J:t is furthor agroed that, it is the intent of thin contracl; that all work mum bo done and all material must ixi furnishod in accordance with th<r 1fenernlly accepted practi.co, and In the ovent of any disnrnpancies txr.vivon (.he !ir,,parato contract clocurnents, spoci.- fi.caisi.ons or drat-rinlr;s, the 1q10TNQ0? shrill. define which is intended to apply to tho work, 3.07 ,QU1PNP'NT- MA'iZUAT 5 AM- NS'Ifi JCTlON_,T-W-~. T'he CONTRACTOR shall pro- v.i.c]t all. tools, equipment, machinery, mate ri.als,and construction plant and facilities necessary in the prosecution and completion of the contract, excopt as otherwise spocifidall,y set forth to be provided by the OMER, The CONTRAC- TOR shall be responsible for the care, ponservation, conservation, and protec- tion of all.'materials, suppl.ios, machinery, equipment, tools, apparatus, accessories, facilities, all moans of construction, and any and all parts of 7-1.5-G0 12 the work, whether tho CONTRAC'}'CIll hat, boon paid, partially pntci, or not paid for such work, until the entire work is comploLed and accep'recL. ;}..qfg,, nAlc,1~ In the evcrnL the CONTRACTOR Js damagted 1a the course of the completion of the work by the act, nogl.ect, omission, mi;3takogor default of the OWNER, or of the 1-7,0GINFER, or of any other CONTRACTOR employed by the OWNER upon the work, thereby causing; loss to the CONTRACTOR , the OWNER ngrrees that he will roimburse the CONTRACTOR for such ;Loss. In the event the OWNER is damaged in the cou:•se of the work by the not, negligence, omission, mistake,or default of the CONTRACTOR, or should the CONTRACTOR unreasonably delay the proyrosu of tho work being done by others on the job so as to cause loss for whi.oh the OWNER becomes liable then the CON- TRACTOR shall reimbitrso the OWNER for such loss, 3„09 N)~iQT I l 3't 'P fhe CONTRAC- O l,'Ml'LOY)195 AND 7'N(; }'Ul3LTC TOR shall take out and procure a policy or policies of workmen's compenaa- tion insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's Compensation Law of the State of Tcaxas. The CONTRACTo}t shall at all times exercise reason- able precautions for the safety of employops and others on or near the work and shall. comply with all, applicable provisions of }''odoral, Sta.to and Municipal safety laws and building and construction coderi. All machinery and equipment and other physical hazards ohall bo guarded in aocordanoo with the "Manual of Aaoicient Prevention in Conat,ruotinn" of the Associated Oeneral Contractors of America,oxoopt where. incompatible w1.th 1'oderalt Stato or Municipal laws or regulat,iona. The CONTRACTOR shall provide Such machinery guards, safe walk'- ways, l.addors,,bridges, gantp,lanks, and other safety devices as may be re- quired by the X14011NENH as a'oquisitc to the, provontion of accidents. The CONTRACTOR arlci his Suretios nha].L indemnify and save tiarnloss tho OWNER and all, his officers, ag ants, and crmployoos from all, suits, actions or claims of tiny charactort name and description brought for or on account of any iin.jurios or, damages receivn(l or ausLained by any Arson or persons; or prop- erty,.on account of any negligent, act or fault of CONUMCTOR, his agentb or emPlo,ycren,, in the execution of said contract; or on account, of tho failure of the CONTUCTOR to provide necossary barrioades, warning; li.ghtr or signs; and will be required to pay any judg;mont, with costs, which may be obtained against the OWNER growing out of such injury or damage. 3_&P BI 01QRMAIVCI AN1) 11 A 11EN; 1?0~L ,I Unlous, othorw1so slocified, it is further agroed by the part.los to thin Contract, that the CONTRACTOR will execute separate porfotlslanen and payment bonds, each in fhe sum of one hundred (1,00), pel•cont of tho tol,al oonl;ract, price, on ,standard formts for this purpose, f{uaraiztoUlnlf f,11Uf111 r3erforrisnce of the work rand the ful.- fil.lmont of any guarantoes required, and further guarantooAtit, payment to all persons supplying :labor and materials or furnishing; him any equi.pmont in the execution of tho Curst.racl,, an(] it 3r, agrood that this Contract shall not be in effect until. such performance and payment lXrnds are furni.shod and approved by the OWNER. Unle,gs otherwise approvers in writing; by the OWNER* the nurot;; company unde.rwr'iting; the bonds shall be accoptablo according to the latest list of companies holding cortiflcaLos of authority from the Stoorotary of the 't'reasury of the United States; 7-1.5-60 1. l Unless otherwise specified, the cost of the premium for the performance; and pa,ymont bonrb shall be included in the CONTRACTOR'S proposal, 3.17 T,O S HQM NATURAL CAUSES. Unless otherwise specified, all loss or dam- age to (,he CONTRACTOR ari ing out of the nature of the work I,o W done, or from the action of the elements, or, from any unforseon ci.reumstaneess in the prosecu- tion of the sumo, or from unusual. obstructions or difficulties which may be encountored in the prosecution of the work, shall. be sustained and borne by the CONTRACTOR nt his own cost and exponse. 't,l? _I'llh'!' ~C'1'lON~01~ Al)J07N1NG YItCPERTY. Cho ,aid coNTRACToIt shall take proper means l,o pfotect the adjacent or adjoining property or properti_os in any way encountored, which might, be injured or nnriousl,y affoetod by any process of conatructi.on to be undertakon under thin, Agreemont, from any damage or, injury by reasgn of said process of construction; and he shall be liable for any and all claims; for such damage oil account of his failure to fully protect all ad- ,joining property. The CONTRACTOR agrees to indemnify, save and hold harmless the OWNER against any claim or claims for damages due to any injury to any ad,jaoent car adjoining property, arising or growing out of the performance of the contr,•actl but any such indemnity shall not apply to any claim of any kind arioing out of the existence or character of the work. 3.,1,3 tOTECTIbtf AGAI1 5 CT r~TMS OT 5013 SON j'ItACTORU. LADORERS MATF IALMEN AND I'fJItNTS I RS Ol' M C! E _(IZpM~r;T A~ ,gUPI'tIES. Thci CONTRACTOR agrees that he wi31 i.nclomnify and save the OWNf;R harmless from all claims growing, out of the ;].awful demands of sub-contractors, l.abornrs, workmen, moehnnics, material- men ,and furnishora of machi.nory anti parts thereof, equipment, power tools, and a17. :sr.tppl es, including commissary, incurred in the furthorance of the perform- 00 this contract, When _so desists]. by the OWNER, the CONTRACTOR shall furnish :satisfactory evidence that all obligations of the nature hereinabove de,i.gnated have been paid, discharged or wai.ved.' If the CONTRACTOR fails so Co do, 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 doomed roasonably sufficient to liquidate any and all such lawful claims until. satisfactory evidence is furnished that all. l.iabiliti.ot3 have been fully discharged; whereupon payments to the CONTRACTOR shall be resumed in full., in accordance with the terms of th.irs contract, but in no ovent shall till, provisions of this sentence be con- strued to impo,e any obligation upon the OWNER by either the CONTRACTOR or hi, Surety, i,l?1 1'RO,I'}~ 'Intl AG 1NST' liOYAL3'11RIt PA'1'lsNTil) TN~I;N'1'ION. The CONTRACTOR toile].] Ipay 11] royalt.icr; and 11conse, foon, and shall provide for the uric of ariy do rtrn, device, mat.orial,or proccsrs covered by letters patent or copy- right by suitable lcral ar;reernont with the pat,nntee or owner. I'hc CONTRAC-. TrJz uhal 1, ricfond all suits or claim, for infringemont of any patent or copyright, ri.rhts and shall i.ndcmni.C,y and save the OWNE''R harmless from any Loess on account thereof, oxcept, that the OWNER shall deforid all. such nui.ts and claims and shall be rossponsibl o for all such loss when a particular de;s gn, device, matorial.,or proecns,or the product of a particular manU- facturer or manufacturers is speoified or required by the OWNERI provided, 7-1,-•60 14 however, if choice of alternate dosign, device, material,or process is allowed to the CONTRACTOR, then CONTRACTOR shall i,nrlemnify and save OWNER harmless from any loss on account thereof. If the rnalsurl.al or process specified required by the OWNER is an infringement, rho CONTRACTOR shall be responsible for such loss unless he promptly gi.vrin fruch information to the OWNHO 3,1.._.LAW _ ANI) nRDINk N Pa,. The CONTRACTOR shall at, all Upios observe and comply with all. Fodoral, State, and local ,laws, ordinancos and regulations, which in any manner affect the contract, or the worlc, and shall indemnify and save harmlonrq the OWNER against any claim arining from the violation of any such laws, ordinancop,, and regul.ati.ons, whothor by the CONTRACTOR or his employees, except where such violations are called ('or by the provisions of the Contract Documents. If' the CONTRACTOR observes that the plans and speoi,- fh.cations,are at variance therewith, Ire, shall promptly notify the EN(MER in writing, and any necessary changes shall be.adjustod as provided in the contract for changes in the work. If the CONTRACTOR performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the ENGINEER, he shall bear all, costs arising therefrom. In case the Owner is a body politic and corporate, the law from which it derives its ponders, insofar as the dame 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 bo considered as part, of this contract, to the same effect a.s though embodied herein, 3.16 ASSIONMT NT AND SUDLETTING, The CONTRACTOR TCONTRACTOR further, agreea that he will. retain personal control and w.i.lI give his personal attonticn to the fulfi.l.l- ment of this contract and that he will not assign by rower of Attorney] or otherwise, or sublet said contract without the written consent of the OWNER, and that no part or feature of, the work will Igo sublet to anyone objocti.onablo to the ENOTNEER or the OMER, The CONTRACTOR further agrees that the sub- letting 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 tho OWNER, as provided by this Agreement. 3.17 CONTRACTt?3AND'SUB-CONY C1'OR'^ 'INSUIZANCIs. The CONTRACTOR shall not commence work under this contract until lie has obtained all the>;insurance required under the following aub-paragraphs and such insurance has boon ~ approved by tho OWNEtt, nor shall. thn CONTRACTOR allow any sub-contractor to cornraenco work on a sub-cornLraot until ouch :,ub-eont,raof,or has obtained corn- pl.eto insurance coverage as required for the CONTRACTOR. 3 COh4 'Pf5 " hd JNaURANCI . The CONTI=TOR shal.~l procure and shall main- tain during the life of this conU,ar,-t Workmen's Componsation '.Insurance for all o.f his employcan to be engaged in work on the Projeot undor thin eon- tract arid, in case of any such work sublet, the CONTRACTOR shrill require the sub-contractor similarly td provide Workmen's Compensation Insurance for all. of the latter's omployoos to be engaged, In such work, unless such employees are covered by the protection afforded by the Contractor's i'torkmen's Componsation Trinuranro. In ec,so any class of employees engaged in hazardous work on the project under this contract is not protected under the Workmen's Compensation Statuto, the CONTRACTOR shall provide and 7-15-G0 15 chal.l eau„e eack sub-contractor to provide: adequate Employer's Clonoral Lia- bility 1:wiuranee for the protnel,-Ion of such o£ his empl.oyoee not otherwise, protected, 2 (~t)N'II~AC1'nR'S PI113LTC LTABTt,T'I'Y AN]) PROPERTY_ DAMAGETNS IMNCE. Thp CON- TRACTOR shall procure and shall main Lain during the lifc o£ this contract Contractor',; Public c Liability Insurance in an amount not Ionic than $50,000,00 for i.njurie~;, including accidental death, to any one person and subject to the snme limit for each person, in an amount not loss than $100,000.00 on account of one accident, and Contrac:tor's Property Damage Insurance in an amount of not Dons than $2,000,00 on account of one accident and $509000,00 aggrognto. 311.73 I 1'112111, IIABIL:lTY. 'rho CONTRACTOR shal.l furnish insurance as separ- ate policies or by additional endorsement to one of the above mentioned poli- cies, and in the amount as set. forth for public liability and property damages the :following insurance: 11 (a') Contingent Liability. (h) Plasting, prior to any blasting being done, (c) Co`I1apno of buildings or structures ad;jacont to excavation (i£ excavations are to bo performed adjacent to same (d) IJamape to undorground utilities, (c) IhdT(l(,rs risk (whero above-ftrorind structures are involved), 3.:! "1)I. AIIT(??iQI3Tt,ts 7pISN12AP1C}< ]30)1)1 r y 7N d[ljiY ANU PItOPjij~, Y I)AMAOE. The CON- V n „na,l procure and maLrita~n, clurinf the 1ifr of thin Contract, Automob.le Insurance in ar amount not lcns t}tan ?,5 000 for in,juriest'incl.uding accidental death, to any one person and ,subject Lo the same limit for each por- son, an amount not less than $5C1,000'on account of one accident, and automobil:o property damat;c insurance in an ramotmt not ].es,t than $50000. l ],r SCO1I ; '010 TN (JRANCP' 'ANT) SPrCTAL i_IA'I,ARI), The Tnnuranco i4equi.rod vndor the above paragraphs shall provide ndoqunto protection .for the CONTRAC'T'OR and his sub-contrantorr;, respectively, agaltint d,,.mallo cl.alw, which may aritie from oporations unlor this contract, whothcr such oporati.onn be by the insured or by any ono directly or indivoct•ly employed by him. Tnsurance also shall be provictad nt;",in„t special haz~rrda, if an,y, as may be SOL forth In the Special. C•ondi,tiont o}' Special Provi,hione, or el,ewhor'o in thoso Contract Documents, 3. 2L PROOF OP"CARIt_ ~TAU}a ~E INSjjMNG The CONTRACTOR shall furnish the OAIM with satisfactory proof of coveral;r, by insurance requirod in these Contract Documents in amounts and by carriors satisfactory to the OWNER. Proof of carriAph of Insurance by subcontractors shall also be furnished, 7..15..(0 16 4, PROSECUTION AND PROGRESS 4,01 TIME AND ORDER OF CON[PI,E'PION. It is the meani.nf.4 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 econ- omy of construction; provided, however, that the order and the 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 speoi- fications, and within the time of completion designated in the Proposal,; pro- vided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of construe ting the work done under this oontract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be har- monized. The CONTRACTOR shall submit, at such times as may reasonably be re- quested by the ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the world with dates at which the CONTRACTOR wil.Y start thA several parts of the work, and. estimated dates of completion of the several puts. 4,07 lXTPNSIO~hff', Should the CONTRACTOR be delayed in the completion of the work by any act or negloct'of the OWNER or ENGINEER, or of any employ- ees of either, or by other contractors employed by the OWNER, or by changes ordered In the work, or by ,strik'on, lockouth, fi.rosy and unusual delays by common carriers, or unnvold<able cause or causes beyond the CONTRACTOR'S control, or by any cause which the RNGINEER. shall decide ,justifies tho delay, then an extension of time shall. `x! allowed for completing the work, suffi.- cient to compensate for the'dol.ay, the amount of the extension to be deter- mined by the"8NOIN8NR;`provi.ded, howover, that the CONTRACTOR shall give the ENGINEER prompt notice in writing of the cause of such delay, !t.Q ~;CIdbR~NCES AND DELAYS, No elaima shall be made by the CONTRACTOR for damagds resiil.ting from hindrances or'delayn from any cause (except where the work is stopped by order of the 'OWNER) during the progress of any per tion'of the work embraced in this oontract. In cawe said work shall be stop od by the act of the OWNER, than such expense as In the :,judgment of the "NGI'N) H Is caused by such stoppago of Bald work shall, be paid by the OWNER to the CONTRACTOR. 1.04 LIOUZIIATS) OMUEY,. The CONTRACTOR aPreer, that time is of the essence of this cont;•ac%t, and that for each day of delay beyond the number of clays heroin agroed upon for the completion of the work herein speoi.fied and con- traoted for (after due allowance for such extension of time as is provided for under Extension of Time hereinabove), the OWNER may withhold permanently from the CON'1RACTORIS total compensation, the sum set forth in the Special Conditions or Special Provisions (or as elsewhere set forth in these Con- tract Documente), as stipulated liquidated damages for suah delay, 'J~7.5-G0 1.7 5. MRASUI6101LNT AND PAYMENT U N'1'T'!'1;f C AND MGASUR1,tIltJ'I". No extra or customary mnanurements of any kind will be,; allowed, but the actual measured and/or computed. Ionp.tht area, sel.id eontcnLs, numbor$nnd weight only shall be considerorl, unl.oss otherwise npoc.tVi.ca'l'Ly provided. r t; T1MA'P_ rD Q)IlANTT'pTV This agreement, including the spocifioations, plans and oetimAte, is intended to show clearly all work to ho done and materi.- al to bo furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material: to be furnished under i;his contrnctf they are approximate and are to be used only as a basis for estimat=• inh the probable cost of the work and for comparing the proposals offered for Lho work. 'lt is understood and agreed that the actual amount of work to be done aMd material to be furnished under this contraot may diffyr somewhat from these onti.mates, and that where the basis for payment under this contract is the unit prico method, payment shall be for the actual amount of such work done and the material: furnished. lthnre payment is based on the unit price method, the CONTRACTOR agrees thAt ho X611 Mke no claim for damages,anti.oipated profits or otherwise on account of any differences which may be found between the quantities of work actually done, the material actually furnished under this contract and the estimated quantities contemplated and contained in, the propoeall provided,, however, that in case the actual quantity of any item should become as much as 251 more than, or 25`,4, less than the estimated or contemplated quantity for such items, then either party to this Agreement, upon domand, shall W entitled to a revised consideration upon the portion of the work above or belaw P.Z% of the estimated quantity. Any revised consideration is to be determined by agreement between the parties, otherwise by the terms of this Agreement, as provided under 111%xtra work . ';,03 F'JttCl OI YR7t . 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 of 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 price., set forth i.n tho Proposal. heroto attached., which has been made a part of this contract. The CONTRACTOR hereby agrees to receive such prices in full for furnishing all. material and Ml lager requirod for the aforesaid work, also for All expense incurrnd by him, and for well and truly performing the same and the whole Uioroof in the manner and according to this Algrooment, the attached spocVi- cations Am rcrt;iirnmontn of the ENGINEER. )t! -1^Alt-lam]. PA~4L~IT36 On or before; the 10th day of each month the ENC:C111 ER shall prhl,are a stateisont showing as completol,y as praotaoable the total value of the work done by the CONTRACTOR sap to and including the last clay of the preceding month; said statement shall also i.ncludo the value, of aIl. pound materials delivered on tho site or the work that are to be fabricated into the work, 7-1-5-G0 i`hc OWNIsR shall then pay the CONTRACTOR on or before the 15th day of the current month the total amount of the FNOINEI:RIS statement, less 10 percent of tho nmount thoreof, c-tliieh 10 percent shall by retained unL].i final paymont, and further less al.l previous pa,ymenf,s and all further sums that ma,y be retained by the OWNEM tinder the terms of this Agreement. It is understood, however, thni, in case the whole work bo near to completion and somo unexpected and unusual dolly occurs duo to no fault or neglect on the part of the CONTIZATI'OR, thta OWNER may - upon written recommendation of the ENOINFER - pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR; or the CONTIZACTOR,at the OWNER'S option, may be relieved of the obligation to fully complete the wotvk and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under "Final Payment". 5.05 T15E 01 CO PL TFp POBLIONS, The OWNER shall have the right to take possession of and useany completed or par~ti.ally completed portions of the ,fork,, notwf.thstanding,the time for completing the entire work or such por- tions &yInot hevelaxpired,but such taking possession and uoe shall not be deemed an acceptance of any work not completed in aooordanoe with the Contract 17beumanLa. If such prior use increases'the cost of or delays the work, the'CONTRACTOR"shall be entitled to'suoh extra compensation, or extbnsion of time, or both, as the ENGINEER may determinot 5,g6 f11VAL r0MF~r,M, {]0 AM, ICE. Within ten (10) days After the CONTRACTOR has given the FNOINEER wri,teen 'notice that the work has been completed, or substantially eompletod, the ENGINEER and the OWNER shall inspect the work and within aio time, if the work be found to be com- pleted or substantially compl.eLod in nccordanee with the Contract Docu- merits, the ENGINEER shall issue to the OWNI?,R and the CONTRAC'T'OR his Certificate of Completion, and thereupon it shall be the duty of the OWNER within ten (10) day," to issuo r't CerlJfAcato of Aecoptarroo of the work to the CONTRACTOR, I&I-ANAL MAYA ZN']', ' Upon thc, iz;cuance of Llrr. Certificate of Complotion, the FNOIN';FR shall proceed to mako final mcasuromentn and prepare final :atatement`of the value of al.l, 4rorf performed and materials furni.shod under the 'terms of the Agreement and shill certify same to the OWNI?R, who nhall pay to the CONTRACTOR on or after Hio '10th day, and bcfor~o the 35th day, after the dato of the, Cort-Ificate of Comlrlatioti, the hal,ance duty the CON'T'RACTOR under the terms of this Ahrotrrr~, t,, provided ht) has fully per- formod, hiss contractual obligations oridor tltn 4'-11n.1 of this contract] and said payment shall IxrcOme duo In any rvrnt upon said pnrfonnanco by the CONTRACTOR, Noitlier the Certificate of Aceeptaneo nor the final payment, nor any provision in the Contract Documents, shall. rolievo the CONTRACTOR of the obligation for ,ful.fill merL of any warranty which may be required in thn Special Conditions of the 'Spoci.fleati.ons. 5,OE3'. ~'Ayl NTS WZTNIiH1,p4 The OWIIER may, on aoouunt of nubsequontly disc covered evi.doncc, Withhold or nullify the whole or part of any ooi°tifioate to such extent ag may be hooessary to protect himool.f from loge on account' Del 7-15wf 0 1.9 (a) DOfeotive work not remedied, (b) Claims filed ar reasonable evidence indicatini, probable riling of el,aims, (o) ]"allure of the CONTRACTOR to make payments properly to sub-contractors or for maLe vial. or labor, (d) Damage to another contractor, When the above grouncb are removed,or the CONTRACTOR provides a Surety Bond satisfactory to the OWNER, which will protect the OWNER in the amount withheld, payment shall be made for amounts withheld because of them, 5 09 DJ AY;;ll PAiFHm~. Should the OWPlEI; fail to make paymc+nt to the COJJ- TRACTOR ;o tthee um am d in any partial or final statements when payment is dua,.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 (d) percent per annum, unless otherwise apecified, from date due as provided under partial Payments" and "Final Payments", until fully paid, which shall.. fully liquidate any injury to the CONTRACTOR growing out of such delaj in payment, but the right is expressly reserved to the CONTRACTOR in the event payments be not promptly made, as provided under "Partial Payments",at any time thereafter to treat the contract as abandoned by the OWNER and recover eompeneat;on, as provided under "Abandonment of Contract", unless suoh payments are withheld in accordance with the provisions of "Paymonta Withhold", G, EXTRA WORK AND CLAIMS IzA.l..- 'T'I WOI K, It is agrood that the CONTRACTOR shall perform all Extra Work under the diroetion of the ENGINEER when presented with a Written Work Order; cif=nod by the BNO.INEER, oubjecb, however, to tho right of the CONTRACTOR to renuire a wri:tton confirmation of such Extra Work Order by the OWNER. It i.s also agreed that tho componwition to 1x3 paid the CONTRACTOR for performing said Extra Work shall 1x3 determined by ono or more of the following methods Method (A) _ By armed un:1J, pricnw ; or Method (11) - By af~roed lump sum; or Method (C) If neither Method (A) nor Method (11) be agreed upon boforn the Nxtra Work is cotnmv;noed, Linn tho CONTRACTOR shall 2x3 paid the "actual field coot" of the work, plus fifteen (1.5) percent, in t.ho event said Extra Work bo performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field coat" is hereby definod to include the cost of all workmen, such as foremen, time- koopers, moc hanios and laborort, and material;;, supplies, teams, trucks, and rentaln on machinery and equipment, for the time actually employed or used on such Extra V,,rk, plus actual. transportation charges neceanarily inourred, to- pother with all power, fuel, lubricants, wator,and similar operating expenses$ 7-1.5-60 20 also all necessary incidentnl rxponnos incurred directly on account of such Extra Work, Including So(~ial 3e011rityt Old AI'o 1kinefits and other payroll. taxes, and a rateablo proportion Of premi«mn un Performance and Payment Sond!j, rind Maintona.x;o Bonds, and on Public I,iabi.lity and Prop- erty Damnge, and Workmen'rs Compensation, rind all. ol;hcsr insurance as may be required by any law or, ord.i.nance, or directed by the ENGINEER or OWNER, or by them agreed to. Tho ENOINF,;ER may direot the foil in which accounts of the "actual field aor;t" shall be kopt and the records of these accounts shall be made available to the IaNOINN R. The ENGINEER may also specify in writing, before the work eommannee, 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 maohinery and equipment shall be determinod, by using 1.00 porcent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated fienoral Contractors of America. Whore practicable the terms and prices for the use of machinery and equipmment shall be incur. posted in the Written Extra Work Order, The fifteen (15%) psraent of tine d6tual field o0ot" to be paid the CONTRAC'T'OR aha'Ll cover and com- pensate 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 coat" as herein dofi.ned, save that where the CONTRACTOROS Camp or Pleld O£fioe must be maintainod primarily on account of euch'Extra Workj then the ooot'to maintain and operate tile same shall be included in the ",virtual. fielci cost", No clalun for Extra Work of any liind will be allowed unless ordered in writing by the PAIOINEI R. 'Fri cane any ordorrs or instructionu, either oral or written, appoar to the CONTRACT', to involve Extra Work for which he should rocoive compensation or an ad,juntmont in the conotruc- tion timo, he shall. make writtenrequost to the I3NOINEER for written order authorizing such Extra Work, Should a di.fforonco of opinion arise as to what does or done not constitute Extra Work, or as to the payment therefor,' and the ENOPFEE11 inr;i!jt,r, upon its performance, the CONTRACTOR shall proceed with tho work after making written request for written order and shall. keels an accurate account of the "actual. field cost" thereof, An provided under Method (C). Tho CONTRACTOR will thereby preservo the right to 9ulxcsit the, Witter of Imymcnt to 'nrbitrnti.on,' an harei.nbolow provided. l:hl[; Ql' l TI,IN;I CIh,Lt1S, it i.!; furthor agread ley both partlor, hereto that all 'q'guostions of dinlnAto or r djuntmont presontod by the CON'T'RACTOR shall be :In writing and f it od with the ENLI CNJEf;R within thirty (30) days after the 1;NO:IPII!;1,11 har, f! liven any dirootions, order or :instruction to which the CONTRACTOR do,91vori to take oxcopti.on. The ENO,TNEER shall, within a reasonable time, renl,y to such written oxoeptlone by the CON- TRACTOR and render his final docision in vrviting. In cane the CONTRACTOR should appeal from the ENO1.N1•aEROS deci:si.on any domand for arbitration shall be Pilnd with tho T110DIEM and the OWNER in writing within ten (10) days after tho date of dolivory to CONTRACTOR of the ENOTNEEOS final decision. It is'furthbr 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 claims by either party, except where noted otherrriso in the Contract Documents. ?-1.5-60 21 6AJQARBIHATIQN. All questions of dispute under this Agreement shall, be nub_ mi.tted to arbitration at the request of either party to the dj.npute. 1110 parties may agree upon one arbiter; otherwise, there shall lx) throe, one named in writing by each party, and the third chosen by the two arbiters no ool.ooted; or if the arbiters fail, to select a third within ten (10) oa,yµ, he shall, be chosen by a District Judge serving the County in which the major portion of the project is loeatod, unless otherwise specified. Should the party demanding arbitration fail. to name an arbiter within ton (10) days of I,ho demand, his right to arbi.trato shall lapso, and the decision of the ENG11JRBR shall be final and binding on him. Should the other party fail to choose an arbiter within ten (10) days, the BNGINEER shall appoint such arbiter. Should either party refuoo or neglect to supply the arbiters with any papers or information demanded in writing, the arbi.tors are empowered by both parti.os to take ox parts proceed- ings, The arbiters shall act with promptneae. 'rho decision of any two shall be binding on both parties to the contract. The decision of the arbiters upon any quetition 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 demands 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, thoy may award damagesfbr any delay occasioned thereby. The arbiters shall fix their own compensation, unless otherwise provided by ag;rooment, 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. 7. ABANDONMENT OF CONTRACT 1.01 AJ3M N IBNT f3Y CONTItnMR. In case the CONTRACTOR should abandon and fail or refuse to resumo work within ten (10) days after written notification from the OWNER, or tho kINGINRER, or if the CON'T'RACTOR fails to comply with the orders of the ENGINEER, when such orders are consintont with the Contract Ilooumonts, thon, and in that caso, whoro perforrnanoe and payment bonds exint, the Saroty on the bond.n ohal-I be notified in writing; and directed to complete the work, "Ind a copy of said noHoo ohal.l. bo doliverod to the CONTRACTOR. After rocoi,ving .3aid notice of abandonment, the CONTRACTOR she l not remove Pram t I m t.rork any mac:ltiner,y, eg10 lnoIILI tools, materiall;, er supplies thon on the ;fob, but the samo, Log,other with any materials and equipment under contract: for the work, may Lx? held for uc;o on f.he work by tho 01VER or 1,110 rjurety on the porformanco and payment bonds, or another contractor. in com- pletion of the work; and tho CONTRACTOR shall not roco,vo any rental or credit therefor (except when used in oornnoction with Extra Work, where credit shall be allowed as provided for under %otion 0, Extra Vork and Claims), it being understood that the 'use of such equipment and materials. will ultimately re- duco the cone to complete the work and be reflected in the final. settlement, 7-1.5-60 22 Where there is no per,formance.trrnd provided or in case the Surety should fail to commence compliance with the notice Por completion herein- before provided for, within tnn (10) days after service of such notice, then the OWNER may provide for completion of the work in either of the following elective mannerst 7,011 The OWNER may thereupon employ such force of men and use such machi.neryt equipment, tools, materials, and suppl for, as said OWNER may deem necessary to complete the work and charge the oxpenso of such labor, machineryt equipment, tools, materials, and supplios to said `CONTRACTOR , and expense so charged shall be deducted and paid by the OMR out of such moneys as may be duo, or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement, Incase such expense is leas than the sum which would have been payable under this con- tract if the some had been completed by the CONTRACTOR, then said CON- TRACTOR 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 paid CONTRACTOR, then the. CONTRACTORt and/or his Surety shall pay the amount of such excess to the OWNERI or 76012 The OWNER, under sealed bidst after five (5) days notice published one.or more times in a newspaper having 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 pro- vided. In this contract. In case of.' any .ncroase in cost to the OWNER under the, now contract as comparod to what would have been the coat` under this_contractt such i.ncronso shad lx~ ci,arged to the CONTRACTOR and the Surety shall. be and re!aa l n bound therefor. ttowove rt should the cost to oompl.ote any such now eonl,raci, prove to he less than what would have been the cost to complete under this cont.ract., the CONTRACTOR and/or his Surety shall be credited with the di.M renco. When the work shall, have boon nubotanti.al.l,y completed tho CONTRACTOR' and his Surety shall. be so notified and Cortificates of Completion and Acceptance, as.provided in Paragraph 5,06 horoinabovet shall.. be issued, A complete itemized :4tatement of the contract amounts, certified to by the ENGINEER ac, being correct, shall. thon be prepared and delivered to the CONTRACTOR and hi.s Surety, whereupon the CONTRACTOR and/or his surety, or the OWNER as the case may ho$ shall pa,y the balance due as reflected by said statemont, within Pifi.eon (l'i) days after tho data of such Certificate of Compl.otion, In the event the statement, of accounts shows that the cost to com- plate the work is lose than that which would have been the cost to the OWNER had the work boon 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 thorn to the OWNER, then all. machinery, it-quip- meet, tools, materials, or supplies left on the .rite of the work 'shall be turned over to the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract pricer and the CONTRACTOR and/or his Surety fail. W pay the amount duo t.lie OWNER within the time dasiC- nated hereinabove, and thorn romnins any machinery, equipment, tools, 7-15-6o 23 mrntorials, or sup)P ies on the site of the work, notice thereoro together with, an f tcmized list of such equipment and materials, shall bn mailed to the COWPHACTOR and his Surety at the respective addresses design0^1 in this con- tractt p,,ovidod, howevo,, that actual. written notice given in rin,y manner will natinfy this condition. After mailing, or other giving; of nuch notice, such property shall. Ixi held at the rink of the CONTRACTOR and his iurcty subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) clays from the elate of said notice the OWNFR may uell such machinery, equipment, tools, materials, or supplies and apply the net sum derived from such vale to the credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or wi.thoui~, noti.oe, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain on the work and tmlonr to persons other than the CONTRAC- TOR or his Surety, to their proper owners. The gooks on all operations provided herein shall be open to the M41'RACTOR and his Surety. 7.07 A IANnOUEN n+r 'nEM- 1'n case the OWNER shall fail to comply with the terms of this gontract, and should fail or refuse to comply with said terms within ton (10) days after written notification by the'CONTRACT'OR, then the CONTRACTOR may, suspend. or wholly abandon the work, and may removo therefrom all machj,~ery, tools And equipment, and all materials on the ni.to of work that have npt.been inrluded in payments to the CONTRACTOR and'havn not been wrought into the prork. _ And thoroupon the IcNOTNEE;R shall make an estimate of the total. amount earned b3, the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR (at the prices stated in the attached proposal where uni.t prices are ueod), the value of All partially completed work at a fair and equitable price, and the amount of all'E; tra Work performed at the prices ngroed upon, or'p~,ovided for by the terms of this ==tract and a reason- able st to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and whi.oh cannot be utilized. Tho FNOINEER shall then make a Pinal. statement of the balance due the CONTRACTOR by der:ueting from the above estimate all previous payments by the OWNER, and all other sums that may be rotAlnea by tho OWNER under the terms of this Agreement,` and shall -ertify same to the 0WN8h, who shall pay to the CON'T'RACTOR, on or before thirty (30) days after the date of the notifieatibn by the CONTRACTOR, the balance shown by said final statement as due the CONTRACTOR under the terms of this Agreement. 7-15-60 7TH -s RIM eelpfll7cale o/ JnJapance (~crcdllmcrir~rn Ynsumfiff "IlI ng ,Ncln~orlr Tim GREAT AMI.eRIGAN i NS URANU, G014PANY (IY PH SA\f 11 uY Is Mll'A r(t) certifier) that the following hisura flee polfcfeR 1111vo been i8sned oil behalf of Name of hiBured .....................1?UBL;LG...C,UN: GOMI' LIJX............. AddreRs of Insm-ed............ a....O.,....Ci(~X ..2 .(1,...1 ]1 N'd".{)i I, I IsY,taS 1'Y1'1)OI INN1J1tAN1 f. 7'OI ItY pit11111.1t 'x'''1:1 nA IN Llhlal9 Olt I,rAIIILi'[Y 1VD$Itha.N'ti UDMI LN9A'I'ION ~ ~ ~ ~ bl'A4'UrO1tY ~ I AND r ~ I / t I EMPLOYI;IIH' LIAIIIL)TY G •6.19 504 3 10-4-00 1 10-4-q 1• ~ I,f,I P111x11Y MANIII-WIT IM'Itti' AND l,cyl la llxuv CONTNA(.To11N' uululr,r lAV Ulu1 Il _ ! LAI'11 AI'1 Ipl'C I' MANUI ACPURERS' AND . u H nl uu1 ,°i. CON'I IIAO'I OILS' (i nnl r Ini nA lotuul - - - A001I)AA IN b W!l I:It R' ANIJ CONTRACTORS' 1'llll'I''liG'I'IVI: Ills blot I.v.11'I r) 1 It 11 ACC I111 yr 015NUIts' ANII CONTRACTORS f 1tol1.(1'1'111 a uula rrn H,ulnul) i ' UUU COM11 I'Itl 111 ,Nv1V1 (1J NI;IIAL 2{ l , 1 unu 111I1u~ (Ilulglt L,'JIIIIY, f,CG 02L42/2 .I.U-4-v1 ~ LU••~1-hI, ( 5.1 J• ' I,t It ACl rUI Vi-_. IF( U, (}UU, Ni.1. A 1rIJ1,r: j ~1 1111 , 1 , f 1111xww~.tttt Jv F..~/UV, -.I tIHAr lli11..1 F 7 i t I ,l l h 1'OAI1'Ri IILNRIVIi tIP1i'Jlifthh 1.GG "U1. 1/1 Z12 10-11- (J0 111. 1.uU,UUU, u..... /-ti 1'IInI I;IIrY IIASIAy1:1 I ,pl, t~/~J., l~\/~/,. ,nnllr rn'L lbe/] J~.). 1. Itllr hl l Iin' A! Ill. ll llY. 1.U)~ r,r,t 1,/ , 4tl)1 _..1 q,IhU II'A I' 'r I{ I/UU, UUU, r4PIr PI.II. f)1VNP.U X1,-451,12J1. 10-11-{)0 (}w ~E~E1 11J :J 1.1 /V~ _/V~/t7~. f"11 vIr1,,1,1 , J Vj V.v/4,_..ru u,tflrw,r-_-I , I _ O _ . I It, h 2UU, UUU . I.A, n 1 ruanv 'r anu',11 Y,L-~+`i J. 7.211. LU~14 -U0 r 1.U-4~t,1 )U0 ,000,1,fIrAtirm%r M P h. [ VV ,//'..tilt ~/l/V ,.l 1111 4I1111.c r_. V, to 111911x.. i, n.I 200 UUU > > tf II 1999U\ 'fia':1t IJp N•b 1YN1;11 J _ X.1.1- + 1)00 i:A, 1.21.1 1.U- 4-I)0 ~u 6 1, I-.,0-- 0__ r1 Al rIrII\I 0E41CnIPTION AND LOCATION OF OPERATIONS AND AUTOMOMLES COM EO Ckit owtlud, troll-owuad or lliLed auComobs.l.es, it1.1. opor.ai;irm5 in t:he State (if t'r: xu7, In till' evr]1t of culle lat]oll of the said ]olicles the Company Will mall notice thoreofAjc--J,t1•..daya...iaf;.,ot^ LO, ;UCII_,~rtttcc11aL1ot~ t-o' C>• vl: 1)~nLon ifexas Y rl _.enlot?.....lcxa~ f8{lrnl nml Numljul) JUIty rr T,mvn) (641te) lit %vheNe request thfR cerdf}cate fig iysaed, '11114 ccrdlicalc fa ]lot valld unlesm countersigned by an authorized reprcacnt(ativo of the 'bony. I)ate...JLt 1.y,.1.U., 19, ~).J Coutrtorsigned 13y Mull A -k Jol,; CotlsLr,uct:icm of` 1,1011 Avenue ~...(l..: It 11av:ilri,-'GonLI-act 61-1 1'.407111,2./J11, 14 lobo 5]7r I1 R{ll ['0 1 l: t ~ , ~e`=Li icaCe o Jnjurance ~Jl l ttl 1~1ac1tcttn ?ln.um nn lromptrnp I; !~t'111~Ot1t ( p~~7 ~'vrnt.e..un'1d 1 r,uf..,.... , O!'ll.'AN The ....................'I~t;ii'1'..,~MI......~r1.., 7Na.. A... F ~?'N Y cerLiflcs that the following Inytlrnllce policies have born fimlled on hahnif of Nalne of Insured PIM1 1C„CONSTRUCYLON COMPANY Address of Insured --il......0 BOX,.2 ~?C.,... DENZ'Q J.XA;? TYl I ()I" IN41JIlAN('F; 1'bl II Y NUNIII?li 7 rrl:°`"`'" llriuuluv - I nAl 1. LiM1tI I'4 (11' 11A 1111, I'I'Y it Wo11Kh11 N 4 CO FtI 1.NHA''ION 81'ATUTONY 1'; M111'I DYl;ltti t1.1.1111LI'f'Y C-G1, 95 04, .i 1.0-4-u0 10-4-01. ! Lvulce«uv MANUI'ACTUIIUtl4 AND i. f r v'n PL I ON CONTItAC OI(S' (nuull,v r.miunro I 1: 11- Ii A r I I n1- fir.. MANU ACTUI(It114 ANII i.. ,11 I1 AI-ruiner LONTHAUIOn9' (1-11111-111 1 Y PAMII I$r11 AI11:11 IN 'A I I: 01YNVW4' ANDCON'PRACTUII(i' IAru 1-1-.11, v '•I 1110'I'VOTIVI': Irtl,uU.Y luaonF, Il i1'll .1 r, I IH ~ I' O15NI1119' AND CONI'I(AUT(At _ j _ ,1111 v.-rlnr.nr I'll014;CTIV1; (I'llOlr llrYnelleul, {I t[ _ I II, 1, 1`(110... 200,{70{), v C(IAI I'lif III,NSIV1'r UI NPAW, lI f /V./ I - V L1,/12 - { ~ MOO 11 +rcr unnr (bubll.Y ra'dUI1Y, Y1 10 - 6 1)u 1. (1 ••~~•°t)i- )0031 Nil r~00. tl1l 1-u lar 501,0 bUAf l'E11.INIV5IVI; (YhNI;ItAI' 11G{, 021.4272 1 {F"~I'-{l0 1,0-4-01 1 1OO / ♦U-~_ II Irll;,.~- I111111'1J1tY 7p1A(A1121 _yO~\1(1 L). 1_ 1 1.111- I~It~I'. N.1 L.__._....._...,. , 1,U.UA000 r A 1'111'11 1~ 1L 200 ~ 01001 VAI r11'll OWNED YXL-4511271 1.0-4-oo PO-4-01 I_II SUO, 000 ,r11I1- 1<111i, Fy 50,100011 11-II.11'rlU{• 1 W 2100 GUO G I ~ 1{ I , ~1(~ ll 11- n rnu u.v W IInIF;I' Xl,-4')1.1.27. 1.{1"~}-bO / 5 U0, VV1}1-l 11vr ,v 1-n 1-,l 1. tl- ~1 6111 P. n, r J01,0.004 1 A,tl flbl ll' M11. P• 11, 11 nn,'IV 1011(1;11 NU N•(IWNF:b Y r' 11 f, 2u0, 000 d t' Pr ruaur d1,-4.)x1,2'71. 10-4-t,0 10 1 ' 001lrnrnl vl I"'___..., 1 1-I .u I it 1-,t r D' .50-,-OOL . DEBCFIIPTIOF+ AND LOCATION OF OPEn AYIONS AND AUTOMOBILES COVEnW 111.i oohed) anti-omiu 1 O1.' Idrud 1-111Luw01ij.1.Ct3 . Ail DI)CCLILILWIS 111 X114 t51-OL(' 101. II'eXGI i . Ill tho event of cahCelatioll of the mold policies the colllplitly rVlii 111(111 notice thel'COf F...~. ,ll.' L c?1 Gatlce~ J aLlon tQIt...... Gj ty... f cxa;i . I nt....,...... ..Beni qrj I r f Bl1-1-x1 and Num1wo (CNy'rr'luwl') fSlntc) (If. 1V11(7go l.e(peNt tills Col'tiileFlte Is INHIIe(l. This cortiflcato Is not valid ulllcss countersigned by fill (authorized representntivo of tile colliphily. Date WIA4i1,y..a. J,...... Countersigned By 1',141"I I, "lit ~'i~& ~~ttt't1NX IuL,; G0118L) UCIL 001 of 13c,11 alvcnuc; I'~1v1.r, i;bnLtacL 01-1 ~.(~1 G1 J .....,,r..`J1 r o Slt;natu V, 1(171bL!Shc Fcln Inl~O Q ' ' L III y C0./~.l evlon tlllmici)ml Iblilrltpy, 11~~,rlrrrt. 7'rrx((,~ aw.y 2.967. TO: City td~UZal;c.r P'ROMN City Atbornoy SUJlJI;CT: Street Improvomont Progrcnn) :1.961 Bul;l:l Avonnr, Pecan Orcolt Brid(;o Contract 61-2 1: have c.u efua.ay roviow ed the oxontod contract for the ":Love refol'cnced pro,lecb and f-Intl that I taupt disapprove the c rune fol' tho rearon that tho bonde have hoer ov"cuted by thy; uu.rotion and dated prior to the dato that thr: contract War) actu"A ly "Agplod, Un'l ec5 there bondt, aro eorrocted by thr>, miretiew .,o a to conform with thn actual date of Bl.f;ninl; of tho contract, tLcSy are void, '\~Lec E. Holt City Attorney rTlily l l ~)~l 4'JI1l'.11, f'_Y!rr11'111..iD!3 (%]rrr),tylji, ~rtl_ltifa , ['f)YI1Ff r)rrtritr,1. 01.w2 Attit t >tr. Ii'. 11. FV1,11wi rpht trrlll Avonun Concrnt.o Ttrldrrt: Viee Prc.rri.(Jont. itr3nton, 'T`oxufi Oontlemont trinriii.t lrerc)tr? t,h nl l f.ivrr ('i i of tho cont'I"lob der, r7E,nt, ; w'rtt.c;k hnvc lv)r;n t}r.srnh,.,rl )]y ,your "Inf7rtny ftnd Al.fir~ b the 'fYzyur cr1' thr. City Of l (ri{; 11). It h,'it) hnctn ttptncl by ?1r. [,Oo ;(rill', C'lOy Attewno`/r that, your nuzoty c:),aptin,y madvcrt,antly dated this 1)onrlrf on pnpef; 1V, 111), and (i. ?,Ir.. Bolt, 1100.30f, that; p.i_rton t}te 14oiyr)7. trxoouted Lhf} dorur'tontr iri July 12, t.hn prior dfrto 1.nnortort by the ttrdt,y oortpaTiy invr.l.icltt.,n Lhn frond:{. 1`(n lafzv41 t:r>en ivflvi-rtrT, hoi,(3vtx, tlittt it ~r•ouid ly,~ `nt1n++"~utory Por Lhr riuroty oo*•io;),i,y tr) r,irrnr,+, F.hn (111f I)!, t.-) •'itl,y 3,![~, anr3 in _ti.a! Lhe w)rrc; t ,)II-. (t 11w) 0 lxs np[)rociatod i, `,rc)1t mould hrivo 1,h1; nrnttc)r Jtolr yuri lj.,vn c;ornp].ct[.r;d t,;~r~ r'Ovt..N:ir,';, 1,tn >c, t'oz=;:)rd ;•t,11, fiv<) ^opiav i>xek tc) I:k}nt,un for rrvi,et, by 1.hn City I h,Lorrl(.,7, A 'c"ol r (ri'der` for t.t) a pro, pelt, 111,1A lx) ;rcun(1 zporr r1v,Fj7nt +)f 1?t~ ~'4lltrtirl, tlt}('IU~rfiYl[;f rOVirsrt!. Llr. t!t-It.o(1 In thC' paros;rrsph a.h;wco 1r• 'J.ir lltirtgrrsttlrid1,nto the}L ,You propor;)r to beit,in conritnicL;_on rni 1'ntrnaard`ty, JtzJ" 1~1i,}z, t ita lc; r,ttt° undorritnrrrtirrh t•th0, pikW"w t 't1t;t i,~1rrt !oil O =r)any lr r su}mont)`e~; t,nd E;~i`1.r~ i.n pat'L i it< of v , 1 1 )"1 [ , JU' f 'Ir),?.I I',', [~11t ri ri1)[)en r•t t,'J l,^ ii [ )r •r`~ i t. t ! n~.. ~ ~ ~i [ 11 r ( t ~ t r 1l'1 ~ rrt, lil f . rn~ri f r`)r ~r•r nr. 1 ~ 11 1,1 Off ~ ~l.Ult r 1 r i 'a)atla ufi' r r i. L E Prl( rvt`!r)r [.0 ' l~(I l 1'~,. r~ i )T",vr, lrv, 0,,,O'Fr1 n i)J"1 )r• ) vpw nnocr> f") (:',7r 1;'!t. r-[C Li Cr.`E r'f,,I'fr+„". S°:)Sr ! .rl t'(«'~'r f.t(r11 ,r )Ir ('r •}1 i•I ) ~ your w ~,t iq tt i f}f1 ]CI ""d E`, y11 ~ ~ nisr) 4I•„r 1.) Mli~,, (U1!~rf+r.r,l )!t wo t:{i r.1„ r1C1-110[(ii pr ntl.lrtT C.p'r'1"[ Ii(•t.,) )t) '1t71SOfi, ).'t) t;11,T. 1r. llr+; tv net Minrc n ~t 1 t~n - l,atrtt" lw1 !i t.')lt(?,r, -.rr aric)10 ii;?IITro}° to be, t,li(i °iUf3L nJi1.- )n!1irrtlt f'Ol' 'C'oUY opq~ tt,n;1. 1 f 4'(' ritr lx) of <tnfJ 1, Cit mlvo 1.') Y.-m on 1,10!j pro joct, p'I nli'le do 11-A, ltofiit.r to l,0 1!a on tin, t..tfl, 'dory tru1.Y ,y=)uri,, c 17-0 "0 :111/ 11~1f;110L PT) rf, • INSURANCE CER'I'IFICATE THIS IS TO CERTIFY THAT the policy, If any, described In Item 1 hereof has ban Issued by the Texas Employers' Inroran<e Auodntlon as Insur It the polity, If any, described In item 2 hereof has been Issued by the Employers Noilonal Insurante Company, al Insurer, andlor Ihut the polity ar pol t er, that any, described In Item A, Item 4, Item 3, OF Hem 6 hereof have been Issued by the Employers Casualty Company, at insurer, to the Insured dellgnnled In this Certificate, and that each such policy or pollebs, sub act to the Ilmlts of Iloblllty, extlusfans, provtslons, eondlllont and Mher terms thereof, are In full fora and effect as of the date of Nile certificate with eflecllvo claims as shown heNln, If any such PONY It Centellad or Is not renewed at the request of u elthei the fnsursd or the Insurer, or If any such policy or any renewal thereof is changed In any mu^ner or for any reason to as to affect this Cnlilicuie, ten S days prior wrillen noflce will be malted by the insurer to the tertlfacate hoidtr, hueln named, THE CERTIFICATION OF INSURANCE AS SHOWN Ir! TNIS v CERTIFICATE REMAINS IN EFFECT UNTIL TEN DAYS' PRIOR WRITTEN NOTICE IS MAILED TO THE CERTIFICATE HOLDER (al the address shown below) AS ABOVE PROVIDED, or If a dote is shown In the column headed "sxpfraflon doh," such Insurance shall explre elther upon such dale, at upon the date cpetlf1ad to written nodes malted ten days polar thnNo, whtchever dale shall first ottur, NAME AND ADDR"S OF ( . !TIFICATE HOLDER _ EFFEC~FIVE DATE OF THIS CERTIFICATE L I$3U~Ef~ ~T6 ~'Jtt Cit- of onnt)on) Toxar) a/0 .1;022 11yor Otruet 12.L1u' Is A'k)x0 ltd . 0,91.1an) Texan 1`exas Employers' Insurance Assodatlon DALLAS, TEXAS BY Yf'thor)ze epiatenlal_iva)/ - Isl~nedl~~~1~~ ~C~'i NAMF A!10 AbbfllSS OF INSURED _ Iry-eaJt' a4.: _1! ; 1'iaaF>_xay~_ yex i2~+e Employers rlatlonal Insurance Company Isle W. rump onp Individual and/or DATLAS,TEXAS (AulhaazodRaptosnntalwol - .Dnc)iu Conntruction Company) Not Rv and Concho f.qut.pmrSnt G?'?. QyFOr 18trta=A, ITYnog) - )a7.~.nftF 9rnXah Employers Casualty Company DALLAS, TEXAS l3Y fAulltOrizecf ReP`rmoniallvo) "-__-_(5lpneda i}7SUlEAilZ[ 1N Y~L`k~ ----rT7('TTT ITyPOdlt100e rte 1`1Uflf310 ii(l] C ff ~•T__ txPlraMon _ ~7'LTX'tT1 CfTS ---fit [TS Kind Polley Number Date t° tr lath of Policy _ STATE AND Parton Aeddtnt iNm 1 Coverage t OrAgpe¢ote _ LOCATION OF OP RATIOH! A lIZ)~El ~1tQ 13tllt0d Fully ComPllgt l lfh Requlremtnl of ' Texas WarLrmsn I Compenroflan taw _ in Trr' I,ton _ u Coverage D~NaN Onfy p O nt,I.CY STATE OF TIXAS P. ; r5 And Renewal Theseol x X X 000 $25,000 Item? - $25, CatAroy ~j IuIIY Campale~ ft RequlrtmenM E ~ of Sfeh law I M ~ Coverage Dfi►aii Onfy bu And Renewal .2 Thereof X X X $25,000 $25,000 tom Coverage -1t -R--- A Fully Compiles Wlth 0.equirtmenfi - of lfeG low as Coverage l~lioi~bnly. # su d And Rtnewol _Thir+ E Item X X X $25,':00 $28tot)0 ame _W. Injury _ g Propsrf S = ; Produtfs only y And Renewal - Uss:A, ITS TERRITOppIEyy ppR Damage Theraf X X X POS311MONS AND CAHAPA lie on bodily . .Y a? Injury i S Naf Pr oosdT ADPIItol U,$ :A: ITS TERRITORII OR Damage And Renewal X X PO!ltiSIONS AND CA ADA Thenoi j Arrle11 e s An4 Renewal Thereof $ 0 S REMARKS - Ttr_0 4540 0 J-60) iypewnter (454! M'u.,on; 459).01"0, -lb93dDuplicator, Pacme INSURANCE CI?l~'I'I1~1CA'I'I? )1~ ~ t' r't ry (,r tll~nt(~u I' 1 0 T1 I IS aul) Ci:1~'1'Ii l' as to the Conllsuny, Shntlld eXiStePuce as of Ihls date of thr. han}re r>ccur in thi iusurullr( the below clescribcd insurance tvitll tLe pac10 ific ilc Indcn this cerUfiente, 1111t failuro to give such notice shall hu will endcr ,ally c Inul<~rsif~llI n'or ttliA wl ittell uotly I lulriacll' ll(y pu•ae uo oblihali o( Oil or ice c linbilily' a Name of IrlRllrc(I 1111011 the eonylally or the unl ersil ked r [~Il~ltl(~ 1.(Ili t: 1~11('tl(Ill I;<~I litlnltV} t. [I!.'. ,6. J DYCI' E 1't ( r , Address of Insured hal l In! Toxa.,l Loentioa of Risk ,cr,l;r, ot` 4'exrt~t I)oseription of Risk 0l~,' (IUilr, ('~elr'C l(Vt 1'Vorlculcll's Colnpcnautiou Policy No. berm ;from to C.fill prehellsive f,Irib ity: Policy No, I J'i,1 t Lrlnl n~ 'l'('I'II1: fl'olll I (irl Nodily Injury 1 labilit I i lCl (irrll fGrnrl i) to Y $ each person, $ ;rlu,nlll Property llarltngc Lirtbilit , each occurrence, $ nff{,Yrcgatc, y---Autonlobi~„ ~ ;n~rlr}/r Property llamalrc I,iabiiit z cac11 acci(Icnt. y--I xccpt Automobile ~ ',ll,untl each accident. 1 (10, loo rlf~f{1 l'l;fitC, Otvrlers', Landlords'rtllcl '1'cnants' Lirlbility r ~'Ianllfaclurcrs'llllrl Contractors' Liability: Ilodily injury .ialyillty $ Policy No, ch purson, $ I cr'nl :from I ro Icr•t ~ a~r ! y 1)rlnlc Liability ea each nccidalL $ to $ g regatc. each uccklent, $ a agf rc} rite, Policy No. '!`crw; froul to REMARKS CCJ*tjfJC(j tills ir)_ 6 I tr` :icCUri I~f r•~: I'IrI 11•t i t 1 Jr. i t r Iltrl, i Ill l v („rlnrirl -r- ,•nrlll nlollt>76asl~nl n74TO N, Tans T si'T .T~~~f'nli(;rgpiTS MINTP ►CT f'n, 61-1 BELL AVI;PIUR PAVING 0,YA TES!'+^XF gAN01Is SECTION 99-!- nFNLI 1, 99•l _RLt .Ialet These specifications are intended to be so written that only materials of the beet quality and grade will be furnished. The fact that the specifications tale Co o may fail to be sufficiently completo in acme detail will not relieve the ntractor of full responsibility for provi.clinp, materials of high quality and protecting them adequately until incorporation in the projeot, The specifications for materials set out the minimum standard of quality which the Owner believes necessary to pro+~ure a satisfactory project, No substitutions will be permitted until the Contractor has received written permission of the Ik9ineer to make a substitution for the material which has been specified. 99,2 Workm_nnshJUI These specifications contain detail instructions and dec- oriptions covering the mn,jor itetas of construction and workmanship necessary for building and completing the various units or elements of the project. The specifications are intended to bo io written that only first class workmanship and finish of the best Nrade and quality will result. The fact that these specifications may fail to be so oompleto as to cover all details will not relieve the Contractor of full reUponsibility for providing a comply+,ed pro- jest of high quality, first class finish and appearance and satisfact.,ryfor operation, all within tho apparent intent of the plans and epee i.fioations, 2Q~ I~Clii~inu '!gtQr al, ot-An-ox t Tro Contractor shall rsinovn from the site any materials found to be damaged and any materials not meeting the specifications shall. be talcon off the site, These materials shall be removed promptly, unless the rngineer will accept the materials after repairinti. Hatorials which are installed and. found to be damaged or not acceptable$ shall be removed and rranlaced, Insnection borers installation shall not relieve the Contractor from r,)sponsibility to furninh good quality materials, END OF SECTION 99-1 BECTION-10 ~IAR NC} AArh nark ztJn OPAL-PUUJ=2a$ Clearing and grubbing drill consist of the removal and disposal of trees, stumps, brush, roots, vegetation, logs, rubbish, and other objectional matter, and the removal and restoration site of the vortc of fonces on slid near the . 100_.2 Fencesr All fences interfering with the construction operations shall be removed, salvaged, and reconstructed after completion of the work. Recon. structed fences shall be equal in every vay, or superior to thA fence removed. Any and all damages outside of construction right»af-way shall he paid for and settlod by the Contractor at his expense. 1003 Clear~nnt The entire project site shall be oleared of all trees, stumps, brush, logs, and rubbish except such trees and brush as may bA designated by the Engineer to be left in place. Trees and brush designated for preservation shall be carefully trimmed as directed and shall be protected from scarring, barking, or other injuries during nonstruotion operations. ..t. G3 ? i t On areas required for construction of embankments) all stumps, roots, eto., shall be removed to a depth of at least one foot below the existing ground surface. On areas required for borrow sites and material sources, stumps, roots, eto., shall be removed to the complete extent necessary to provent suoh objeo- tionable mattor from becoming mixed id.th the material to be used in construc- tion. ___i 5__U9AaJn&.Zt All materials cleared and grubbed shill be disposed of, and at the time of final acceptance of the project, the work shall pn8ent a neat appearance, free from all weeds, brush, rubbish, atwnps and brush. M merit, n A ti Clearing and Grubbing work will not be mea- sured for direct payment and will be ooneidered as subsidiary work pertaining to the various items of the Contract and payment therefor shall be included in Contract unit nrioeo as shovm on the proposal. END O 33ECTION 100-1 The li.mil.r nor Channel. ,a;ca`~ation Ezra as shotm an the Plans and consist of o);oOvation at tho br-Wgo site. P,.i(I vary essential that this channel excavation and omixinIciiont be combloted firnt in order for bridge contractor to basin construction on the bridge which ahall be built tinder another oontract. JQ1.: The Contractor rhall be responsible for the disposal of all surplus excavated material for this project. The existing street base material from 0 + 00 to Texas Street shall be uacd in the embank- ment required at vicinity of the bridge, and all. material excavated for the channel at the bridge site shall be disposed of by the Contractor. Regardless of the spoil areas selected by the Contractor for disposal of surplus materials, all costs in connection with such disposal shall be included in the unit price bid for exeavation9 and no setrarate compensation will be made for the disposal. of surplus materials or for any haul it) connection therevd.th, 101.3 MeAll channel excavation at bridge sit- shall be moasured by oross sections, and volume computed by the average and area method, The price bid pov cubic lard Por this item shall be considered full compensation for all labor, tools, and equipment necessary to excavate the material and either dispose of it or place and compact it in roadway embank- ment,, as may be directed by the p;ineer, be inclNodadseparate unit paynt prico bid will i1ndo t ~notheroi~tems, roadway sshhoown inv the o Proposaleshall I END (iF 3PUTOM 101-1 E ION, ~O2-:..=KAY ?~AF~NT ? s r tiMt At the bridge site where embankment is to be plaoed, all material shall be ►m tted and rolled with oheepfoot rollers to 95,, Proctor Density. The limits of this type embankment shall be to bottom grade of the Flexible Base Course as set by the Engineor. The 6 inches just below this material shall be Lima Stabilized as shown under item "Preparation of Sub- graide". The ground at bridge site to receive embankment shall excavated to a depth o!" 4 inches to remove grass, roots, vegetation, eto. This section of the specifications shall govern where roadway embank- ment is to be placed at the bridge site. Embankment elsewhere as behind curbs, retaining walls, driveways, sto. shall not be paid for under this item, but , shall be included under other bid items, as shown on the Proposal. 1U. Cons .ruction Rea r T to (a) =,t4WD X_ Prior to placing any embankment material, the area upon whioh it is to be placed shall be scarified or roughened by plowing to a depth of six (6) inches with furrows in general to be parallel to existing contours or perpendicular to the natural elope of the ground. It is essential that the ground be in a roughened condition to provide good bond when the f',rst lift of embankment is placed. (b)The embankment shall be constructed to the elevation, lines, grades, and slor4 s shown on the drawings, and as staked on the ground by the Engineer. No frozen material shall be placed in an nor shat:. materials be placed on a frozen surface. No proots, traehb or deb ist will be allowed in the embankment. After the subgra.de or base has been pre- pared as described above, the placing of embankment material shall proceed ac follows: Upon the wetted subgrade, suitable earthen material shall be placed in horizontal layers, not to exceed eight (8) inches in thickness, loose, and leveled by roal grader, bul7.dozer, or other approved means. Each layer hall be thoroughly and uniforhuly wetted to approximately ontimum moisture content to obtain maximum density in the embankment. The embankment shall be compacted with a shee»sfoot type roller, water and/or sand ballasted, having tamping feet uniformly staggered over its oylindrical surface and equipped with cleaners. Tamping feet shall be round, diamond, or square shaved with a face area of not leas than five (5) nor more than never) (7) square inches. The roller shall be capable of exerting a foot pressure of onn hundred seventy-five (175) pounds per square inch of bearing area when ballasted, Roller as specified by the T used to obtain the exas Highway Department will be acceptable, provided sufficient ballast is capable of obtaining the desired ecompaction e may be usedr sby eoto to rollers of the Engineer. the approval 1p2-1 . At places aihere impossible to roll embankment with roller, material shall be hand or mechanical tampc:i until the oompaotion is equal to the 95% Proctor Density. Rollin; shall be done on alternate areae, no as to keep the rollers constantly busy anti sttecessive trips or paths of the rollers shall overlap not lose than ono (1) foot. The roller shall pass over each part of every layer a minimum of eight (O) passes, but in no case shall the density of the compacted layer he loss than 951 of Proctor density. One (1) paso shall constitute the passing of one (1) roller in one (1) 01 roction over any area rrith one overlap over the path of the proceeding roller. l92.3, M AjvgMgnt..&acL P? vment s Roadimy embankment shall be paid for at the unit price bid per cubic yard of compacted fill. Fhbankment shall be measured by cross sections, and the volume computed by the average end area method. Embankment at bridge site only will be an shosm on cro;,s sections and oonsid Bred the limits of bid price for embankment. END OF SECTION 102-2 - ~8 .4Lt Mis itom covers the removal turd disposal of existing street materials, including asphalt, paving, curb and gutter, laydown curb and gutter, concrete stops, and concrete sidewalks, to the extent indicated on the Plans. 103.2 rt =yUJI A)t materials tndiosited on the Plans to be removed shall be completely removed and disposed of by this Contraotor. Care shall be taken in the breaking, up, excavation and removal of the materials to avoid damage to lawns, shrubbery, etc. 101.3 Dierosalt The looation of a spoil area where a portion of the mater- ials may bo disposed of is outlined in Paragraph 21 of Information and Special Inctruotions to "Bidders. All material that cannot be disposed of at this spoil site shall. be spoiled at other sites to be determined by the Contractor. _J: jLt1 Payment for removal and disposal of all above described materials shall bo mpd.e for the !mp sum price bid in the Proposal. This lump awn shall be full comronsatl.on for all labor, tools, and equipment necessary f,:r the removal and di posal of the materially, including any excavation roquirod, regardless of the length haul noces,oary for disposing of the matorial.s. END np SECTION 103.1 ♦Y MUT 0-1p&.- M TII F OP , l1- ) a 19~JL-VA ZigJa , After removing all. material to rp cf ubgrade on the Planes the base shall be scarified to a dop..' u)f sixs(6") inchAese,shown then wind rowed, bladed and prepared to reooive the lime for stabilization. IND. depth on this contract will be six (611) inohos and width as shown on Plans. The subgrade shall then be pulverized oompletoly with an approved pulvimixer until all lumps and clods are thoroughly pulverized, "2 Method of Ann pg Urner Lime shall be applied to the prepared sub- grade so that the initial operation can be completed during the same day. The application of the lime in the subgrade shall be accomplished by the method hereinafter called the "Slurry Method", The required amount of lime and water shall be oombined to form the proner mixture for a 3% by volume limo application. JD4.j .ti 4li„ . Lime to subgrade The n1urry will be applied with an apnroved distributor or water truck by making; successive passes, if necess- ary, to annly +,he corroot amount of lime, The distributor or water tank will be equinnod A.th an agitator to keen tb slurry in a consistent mly.ture. ]01N.~6 Ini+•ial r+ig<i~+,~1 n pl9 la otr will follow lime apn:licatien imme- diatel.y. After initial mixing, do cubgrado 0.11 be lightly oomoactod with a nnoumatio roller to nrotoct againat rain damage, The subgrade will be Allowed to cure from 24 to 4' hours to normi•r, clay clod disintegration. At t u oonlysion of initiAl rutin~, final. mixing, shall bagin. Tian lightly comnacted subgrado will be scarified to the required dopth, A high- srend rotary mixer, suoh as a Seamon-Andwall. Pulvimixor, will follow until. all clay clods will pates a one-lnoh screen and 60-?5"1, of the aubgrado mat- orial. will pass a No, 4 sieve. Prior to final compaction and curing, an accurate moisture content test will be made and the material brought to optimum moisture, 104 6 F 1 Co a t1 ajhgj1_jQ 0 ~ irh d in single or multiple lifts, depending on the equinment used. I either oaso, the subgrade will be com- paoted from the bottom up to at least 9%1> of Standard Proctor. Moisture- denv'ty tests will be made continuously during compaction. 10 After final ~omnaotion has boon attained, the subgrade ahall be moistened, if necessary, shaned to final lines, grades, And cross-section and rolled with approved rollers to the extent necessary to provide a dense, uniform surface, free from compaotion planes, 14.8 Fbl~oa~ r ~Si]..nd, SY hnr,, the roadway will be closed to all of the ours heavy traffic allowed for 5 be days. the enoconclusion laid in At manners 104-1 10 -4.11 Megau~~monAn~1 The preparation of nubgrade will not be a ray item. All labor, (,001a, equipment, lime, water and all incidentals necessary to comnlete tho job, shall be included in the bid item for "Hot Mix Asphaltio Concrete", Iffie litritn of vreparod suFp;rude shall be entire width of street and six (G") incho,s beyond back of ench ourb line, END OF SECTION 104.7 ~cCTIO 105"„"•~~~''~1 ~ ,]~IL7,7~F' FI,',~SSG I~~'e. H9.P UQair This material can be obtained locally from several sources, and consists of a clayey gravel with a p.i.of approximately 2.5 to )5 in its natural state, The Contractor shall lorato his source of supply and have some independent ;laboratory make sufficient tests to determine the amount of hydrated lime to be added to produce a material with a p.i. of not over 6-8, The Contractor shall have the above test, rin at his own as recommended by theOEngineerntorseeithat hmaterial meets v the especi- fiontions, The shall be and Contractor riallifi it, tmeetsotheh approval own method ofEnginemixing 105.2 P~aoinr Ma'r The Contractor shall be allowed to choose his own method o stabilizing and placing the flexible 'base on roadway, subject to the approval. of the Engineer, However, the Con- tractor must submit his method of operation to the ligineeir in writing before starting operations. Orr , ,hfatpr1a;~,"j9,2ron r The Contractor shall select his owri source of matorial,~nay All royalty, koon nit in condition satisfactory to land owner, care for rill foncoo, gates, roads, stook, or anything that might affect the land owner, The City of Denton will not be resnonsibl.e for any damage in any way which might affect the land owner. 05AJ Aot~al The processed material, when properly slaked and tested by a standard laboratory test, shall meet the following requiremontsi passing 2" Screen 100% Retained on 40 Mesh Sieve 50 to 85% The material passing the 40 mesh sieve shall be known as soil binder and shall meet the following requirementsr The liquid limit shall riot exceed 35 The plastic index shall not er .god 6-13 The linear shrinkage shall not exceed 5 (Notes The linear shrinkage shall be calculated from the volumotrio ehr-ink.. age at the liquid limit) It will be the responsibility of the Contractor to see that all material which has been placed in the roadway meets the speoifications. Material which is found not to meet the specifications, evon though so-me has already been wetter] and rolled in place in roadway, the Contractor will be required to remove and replace with good material. 105.1 ,__nuipment RPCiireds Repardless of the method used, the Contractor shall. have satisfactory equipment to do the work ari shown on plane. Regardless of which method of oonatruction is used, a pulvimixer, s. 10- ton pneumatic roller and a 10-ton tandem flat wheel roller must be avail- able to secure a satisfactory ,job, " oe 6_Source of iJatArs The Contractor shall make hip own arrangements for conrstrua tion water, This iii net a pay item, but will be included in price bid for other items. 105, Ilvdr ted {Qe1 The hydrated lime to be used on this job shall con- form to the fell.ooing requirements as to chemical oompositiont Total alkalinity of an as-received sample,calculated as by weight of CaO .......................Minimum 72,0 Lose on ignition of an as-received sample, 3 hours at 2000' F, 15 by weight... 0*00090004000000040ifillinimum 2300 Maximum 26.5 Carbon dioxide content of an as-received sample, cal- culatod as `i by weight of CO,, 0 6 .0 0+0 0 .lfaximum r ti J.0 The nernentare residua of hydrated lime for soil stabilization pur- Poses shall conform to the following requirementsi Residue retained on a Ho. 30 (590 micron) sieve, by we i'11t..........~ .....................hfa;durum 100 145.8 r i ~5ayta©ss The Contractor shall produce the specified mat- erial from local pits. Such sources must, however, be developed at the Contractor's expense and are subject to prior approval by the Engineer. The Contractor must make arrangements for obtaining material at the sel- ected site and shall also bear any royalty expense connected with the obtaining of such material.. These pits, if utilized, shall be opened up in such a manner as to immediately expose the vertical faces of all of the various strata of acceptable material, and unless otherwise directed, the material shall be secured (by blasting if necessary) in successful vertical cuts extending through all of the exposed strata. 10O.-kkIJAS It.ions After Contractor has seleoted his material source, ~ he shall have sufficient samples run by independent laboratory at his expenaA to detFrmine the % of lime to be added to deoure the above results as to "liquid limit", "plasticity index" and ".linear shrinkage". Teets during uunstruction will be run by the Owner as desired. t~~tuotion Methotss No curb or putter shall be laid until the flexible base has been placed, stabilized, wetted, rolled and oompaoted to 95% Proctor Density to approximately the finished grade for base material. The curb and gutter shall rest on top of flexible base and set to grades as shown on plane, 1052 Flexible base for the main street Paving shall be constructed in two courses of oqual thickness in such amount as will result in completed flexible base of nine (q") inches minimum compacted thickness. The flex- ible base for the off-side parking area shall be conntruei.e(I in one course in an amount to result in a completed flexible baso of six inches minimum compacted thickness, Fill behind all ourbs, eto, shall be planed and compacted by hand or mechanical equipment as noon as concrete has cured enough to prevent damage to same. If necessary, subgrade shall be reshaped, and unstable or otherwise obJGc;Liviiuul;.% materials shall be removed and replaced with approved mater- ial, and all holes, ruts and depressions filled, It shall be wetted, bladed and rollaki to the extent necessary to bring it into oonformity with the seotiono shown on the plane and as established in the field, Any deviations in excess of III shall be corrected. The materiale shall be delivered from the pit and processing plant to the place of deposit in approved vehicles of a uniform capaoity, and it shall be the responsibility of the Contractors that the required amount of specified matey-ial shall be delivered in each 50 foot section of street and/or alley, or in each otherwise specified convenient unit of area, that when processed will result in the thickness apecified, Spreading and shaping shall be clone in a manner which will thoroughly mix the material and prevent segregation, tihon ehaning is completed, the material shall be uniformly well graded and of the proner thickness, lfatorial deposited upon the eubgrade shall bo spread and shanod the same day. In the avant inclement weather or other unforeseen circumstances render impractical the snrendin,3 of the material during the day in which it is deposited, the material. shall be searificd, mixed and onroad as directed by the Engineer, All areas p,nd nasty of segregated coarse or fine materials shall, be oor- recied and removed or replaced with well graded material, If additional or corrective binder is required, it shall be furnishod and applied in the amount directed by the Engineer, Such binder materiel shall be care- fully and evenly incorporated vlth the material in place by scarifying, harrowing, diseing or other approved methods, 105011 Comnant~danir;s After the material has been properly spread, it shall be sprinkled, rolled and bladed until thoroughly com- pacted, During the pn)cess of compactions, water shall be applied in such a manner as to maintain optimum moisture in the material and the base course shall be bladed sufficiently to Jnsure a uniform distri- bution of base materials and a smooth uniform surface, true to section and grades established after final compaction. Compaction shall be accomplished by rolling first with a tamping type (sheeps foot) roller conforming to the provisions of paragraph following under Tamping Tvne 011 The roller shall not be allowed on any existing pavement un less supported on at least two 3" x 12" timbers. In areas not access- iblo to the roller, the base material shall be compacted with mechanical tampers or other approved methods to secure uniform compaction over the entire paved area, Particular attention eha%l be given to the area 1053 to the existing 6" concrete slab, Rolling with the nhocps foot roll.or shall be followed by the pneumatic roller ov the throe wheel roller or both as directed by the Engineer. Throughout this entire operation, the shape of the base course shall be maintained by blading and the blading and rolling shall continue until the course is thoroughly compacted and the surface Is smooth and in con- fortuity with typical sections shown on the plans and to the lines and grades established. Particular care Eihall be exercised at valley gutters to secure good drainage and easy riding across the valley. lf, in the ripinion of the Engineer, the material can be satisfactorily oompacted withouE the use of the cheeps foot roller specified above, the Engineer may authorize compac- tion by other methods acceptable to the Engineer. Throughout the entire operation, the shape of the course shall be maintained by blading and the surface upon oompletion, shall be smooth and in conformity with the typical sections shown on the plans and to the established lines and grades. Any deviation in exoess of three-eighths (3/8") inch as shown by straight edge or template shall, be corrected by loosening, adding, or removing material, reshaping and reoompacting by sprinkling and rolling. All irregularities, dopressione or weak spots which develop shall be corrected immediately by scarifying the areas affected, adding suitable material as requirod, reshaping and reoompacting by sprinkling and rolling. The utilisation of traffic to compact and bind the base is an essential part of the construction, and wherever possible the base course shall be opened to traffio, and the Contractor shall direct and distribute the traffic uniformly over the entire width of the base course. During the noriod traffic is being directed over the baso, the surface shall be satiefaetoril,y maintained by the use of blades, drags and such other equipment as is required and during such noriod the course or eoursos shall be sriri.nkled sufficiently to eliminate dust and nrovont oxoossive wear and ravelling of the courso, 1.05.12 Rol l in binp1r Fla o i r Pn t o The typo r oller shall consist of one or mo ow r cylindrica` `Zdrumrs not lessithanl? inches in length, each drum being surmounted by metal studs with tamping feet projecting not lose than seven (7) inches from the surface of the drum and spaced not lose than six (6) inches nor more than ten (10) inches measured from center to center in any direction. The cruse-section area of each tamping foot shall be not loss than five (5) nor more than nine (9) square inches. The weight of the unit shall be such that the load on each tamper foot in one row parallel to th.o axis of the roller shall be not leas than one hundred fifty (150) pounds per square inch and provision shall be made for increasing this load to two hundred fifty (250) pounds per square inoh. F,aoh unit shall be provided with suitable tamper foot self-cleaning duvioes which will keep the roller clean and the drum surfaces shall be kept clean. The load per tamping foot will be determined by dividing the total weight of the roller by the number of tamping feet in 105,4 one row parallel to the axis of the roller. In clonn maces where impose- ible to roll with mkohine, hand or mechanical tamper shall be used. Rolling with flat wheel or three wheel roller shall consist of the compaction of subgrade or fill or flexible base or surfaoe course by the operation of an approved type of power roller as herein specified and as direoted by the Engineer. Power roller shall be three wheel, oelf- prouel'led type, weighing not lase than ten (10) tons and shall. provide a compreosion on the rear wheels of not less than forty eight (48) inches and eaoh shall have a tire width of not leas than twenty (20) inches, Pneumatic tire rollers shall consist of not Ions than nine pneumatic- tired wheels, running on two axleo in such manner that the rear group of tins will not follow in the tracks of the forward group and shall be pro- vided with a loading platform or body suitable for ballast loading. The front axle shall rotate around a king pin so located that the roller may be turned within a minimum circle. The pneumatic tire roller under working conditions shall have an effective rolling width of approximately sixty (60) inches and shall give a minimum compression of three hundred and twenty five (325) pounds per inoh of width of tire tread, The pneumatic tired roller shall be drawn by a suitable traotor equipped with pneumatic tires, such tractor to possess adequate tractive effort to move the roller over the uncompacted base course at a snood of between two and three miles per hour, and ther;;llor, when drawn by such a tractor, shall be considered a pneumatic tire roller unit. JQJop-~~ iitJ~p: Rolling, blading, watering, etc. shall not be considered as a sonarate oxnence on this nro,jeet, but shall be in- cluded in bid itom "Hot rfix Asphaltic Concrete". M 1 Taok,CoAjs Immediately following final, oomnaction, the asphalt emulsion prime coat or RC-2 shall be annlioc) at once, Thy tack coat shall be a cutback aanhalt ma' by combining fifty tm seventy (50-70) percent of gasoline and/or kerosene, The asphaltic material shall meet the roquire- ments of the Item "Asphalts, {)list and r~nulsiona", as shown under Item 317, Texas Highway Department. 105.1__-~__5 „Measuremsut and Pn~ tj The Contractor shall use sufficient amount of material to complete the job to the lines and grades as net by the Engineer and as shown on the Plans, No separate compensation will be allowed for base material but shall be included in price bid per square yard as shown in the Propoeal for Hot Mix Asphaltic Concrete Payment which includes payment for all work and material, including oxoavation, clearing and grubbing of pit, royalty, hauling, blading, watering, applying lime, rolling and any incidentals connected with the job of placing of Flexible Base. END OF SECTION 105-5 c rfm~, :c;TT VOT ?tr_vLn,rrin~ is rnr -.1 ~1 / rr r gl ~~4 r This item covers the construction of a two (21') inch wearing course of hot mix asphaltic concrete as shoam on the Plans, and the placing of a leveling course of hot mix aenlzalti.e conercte on the base beneath the wearing course where roquired, It is the intent, of this speoifioation to produce a mixture which, when designed and tested ir, acoordance with the specifications and methods outlined in Texas Highway Department Bulletin C»14, shall conform to Item 317, "Hot Mix Asphaltio Conorete Pavement" of the Texas Ifighway Department, The two (211) inch wearing course shall be Type "D" hot mix asphaltic concrete and the level- ing course shall be Type "C" hot mix asphaltic concrete. The tack coat shall also conform to Item 317, Texas Highway Department. --fit -cn.11t When, in the opinion of the Engineer, the base is thoroughly dry and is satisfar,tory to receive the prime coat, the surface shall be oloaned by sweeping or other approved methods. The asphaltio material. shall then be applied to the cleaned base at the anproximate rate dirooted by the Engineer between the limits of 0.2 to 0.3 gallon or an avorage of 0.25 gallon per square yard of surface area, The application shall be made with an approved type of self-propelled pressure distributor so vonstruoted and operated as to distribute the material evenly and smoothly in the quantity specified or directed# Cut-bank asphalt shall, be applied at a temperature beti*,en 125° and 175" F, 406w fit cl~t.Mi Attoiition is directed to the fact that these materials are very inflammable. The utmost care shall be taken to prevent opon flames, from coming in contact with the asphaltic mator- ial or tho bases of same. The Contractor shall be resaonsible for any fires or acoidonts which may result from heating the asphaltic materials. IIo tra£ftc, hauling, or placoment of any subeoquent courses uhall be 7ermitted over the freshly armlied prime coat until authorized by, the Engineer, "6 L!p-a u.-= a.WL1$4yjWji loasurement for the item "Hot Mix. Asphaltic Concrete" shall. be measured from inside edge of gutter line to inside edge of gutter line or as shoam on the planet and paid for by the square yard. Included in this will. be all labor tools, water, blading, rolling, scarifying subgrade, lime, materials, etc., and all inoidentals as previously shoam for completing the "Lime Stabilized Subgrade", "Line Stabilized Flexible Base"t Asphalt Tack Coat'', and "Hot Mix Asphaltic Concrete". END OF SECTION 106-1 SEt;TION 107 CoNCRI;TT FOR STRUCTu$fs5 1.07, 1 gentraj: Class "A" oonorete shall be oompoooci of Portland Cement, fine a1XroCate9 coarse aggregate and water, properly proportioned and mixed ar, hereinafter specified. Unless otherwise specified or indicated on the plans, concrete shall have a 28 day compressive strongt;h of 3000 pounds par squnro inch. Concrete for sidewalks shall have a 28 day compressive strength of 2500 pal, IQ7.2 Materials: (a) 'ort ao Cameo s Portland Cement shall conform to the speoifi.. cations and tentT for Type I Portland Cement of tho American Society for Tooting Materials (Serial Designation: 0150-52). Cement shall have been shipped from the mill not more than three months previous to receipt on the work. (b) ~,o Ag(t Wgtot Fine aggregate shall comply with the ASTM speoi. fications for Concrete Aggregates Designation CD-52T. The grading require- ments in accordance with thoso ASTM speoifj,oations is as follows: iovQ P„erount J-- 'x-- s 3/8{1 100 No, 4 95 to 100 No. 8 80 to 100 No, 16 50 to 85 No. 30 25 to 60 No. 50 10 to 30 No. 100 2 to 10 For complete grading requirements refer to the ASTM speoificatione, (a) Coarse. ekate: Coarse aggregate shall oonsist of washed gravel or crushed stones and shall comply in every respect with the ASTM sp:,oifioations for oonorete :aggregates designation 033-52T, The grading requirements as covered by the ASTM speoifiontions are listed in part as follows; 91M Sizg PU ent PassiM 211 100 1 r to 100 1" 95 3 3.8„ 35 to 70 No, 1~ 1.0 to 30 0 to 5 (d) Water: Water for oonorete shall be clean and free from oil, acid, alkali, organic matter or other harmful impurities, Water which is suitable for drinj,ing or fnr ordinary household use will be aoceptab.e for concrete, 107-1 Cono er to pro cr ionq and C~$i~ = Concrete shall be proportioned to give the necessary workability and strength and shall conform to the follow. ing governing requirementsi Min. 28 Day Min, Cement Max, 3ize Max. Water Slump Compressive Bags Per of Coarse Gals. Per Inchon Strome _ ~~U I Aart~. route atr. 3000 5,5 1 „ 6,25 4.6 2500 5.0 1 6-75 4.6 l ' ?,5 3-:i The above strengthh .nre the minimum that :ri in excess of the minimum.ll be permitted. The average strength of the o,ylindor tests are oxpootsd to be 500 lbs. per square inch . The proportion of fine and coarse aggregates shall be such that the requirements of the following table are complied withi Maximum Size of Ratio of Coarse Aggregate to Fine Coarse Aggregate Aggregate on Basis of Dry and Rodded i ir~u~ bf,~ximu~ 3/4'' o.6 1.5 1" and over 1.0 2.0 In no case shall the amount of coarse material, be such as to produce harshness in plaein,Z or honeycombing in the struoture when forms are ramoved. After materials are received at the project site the Contractor shall determine by trial mixes, the proper mix proportion to be used. Trial mixes shall be run at least 10 days prior to the pouring of any concrete of the first major structure and riot loss than 6 cylinders shall be made from each trial 'c'atch, In determination of the amount of water required for the mix, oonsidera- tion Shall be given to the moisturo content of the aggregate, The not amount of water in the mix will be of the amount added at the mixor, plus the free water in the aggregate, and minus the absorption of tho aggregates, based on thi,,ty minuto absorption period. Nc water allowanoe will be mado for evapora- tion after batohing. The methods of measure of materials shall be such that the proportions of water to coment can be closely controlled during the progress of the work and easily chocked at any time by the Engineer or his representatives. To avoid unnecessary or haphazard changes in consistency, the aggregates shall be obtained from a source which will insure uniform quality and grading during any single day's operation and they shall be delivered to the work and handled in such manner that `he variation in moisture content will not interfere with the steady production of oonurete of reasonable degree of uniformity, All sources of supply shall be approved by the Engineer, 107.2 The proportions of the mix shall be suoh is to Produce concrete that can be puddlod roadily into the oornors and angles of 1,110 forms and around the reinforcing without excessive spading, and without aogrogation or undue accumulation of water or I.aitanoo on the surface. W r~~www Nay• ~~„{/nl.4 Tests of Conorat)t Frequent tests will be roqutrod by the Engineer throughout the work to dotermine the qualiby of oonoroto, These tests shall be made by an independent tooting laboratory to bo solootod and paid by the Owner. Testa will in general bo made on 6" by 12" oonorete cylinders, loaded in compression at 7 and 28 days, in accord-,noo with atandard method of the American Sooiety of Tasting Materials, Designations 039.42, Cylinders tested at 28 dayo shall show strengths of not less than the specified 28 day oomprosnive stronr4th and cylinders tested at 7 days show strength not loss than two-thirds M3) of the specified 28 clay compressive strength, J4Z,r,,Ce ~%rql C~nstruoti, nn Rg uuire~At Before starting work, the Con- tractor shall inform tha Engineer fully as to the methods of construction he propoLios to follow an.l as to the amount, and character of equipment he proposes to use, the adoquagy of which shall be subject to the approval of the Engineer. Before construoting forms, the Contractor shall submit to the Engincor for his approval detail information, including necessary drawings end sketches of proposed form works, which shall bo sufficiently complete to show all essential details, Concurrence on the part of the Engineer in any proposed construotion methods, approval of equipment, or approval of forms aha.ll not be considered as relieving the Contraotor of the responsibility for the safety or correct- ness of his methods and adequacy of his equipment or from carrying out the work in full accordance with contract. lQ7,6Foras Forms shall be of wood or stool construction and shall be built mortar-tight and of material sufficient in strength to prevent bulging be- tweon supports and shall be sot and maintained to the lines designated until the concrete is sufficiently hardened to permit form removal, During the elapsed time between the building, of the forms and the placing of the oonorete, the forms shall be maintained in a manner to prevent warping and shrinking. All details of Corm construation shall be sub,joot to the approval of the Engineer, and the permission to pleas, concrete will not be given until all of such work is complete to his satisfaction. Lumber for forms shall be properly seasoned and of good quality, It shall be free from loose or unsound knots, knot holes, twists, shakes, deoay and other imperfections whioli would affect its strength or impair the finish. ad surface of the concrete, The lumber used for facing or sheathing shall be surfaced on at least one side and two edges and shall be sized to uniform thickness, Forms shall be oilitably anchored and rigidly braced to prevent movement while placing oonore'o, 107..3 11ota1 form tins of an approved type shall bo uood to hold forms to plauo. Suoh ties shall be of a type sapootally das.ignoct for use in oonneotion with concrete work, and they ,-hall have proviai.on to permit case of remava7, of the an tal as hereinafter specified. The use of wino form ',ies will not be permittee except for minor special form areas when the use of rigid type metal ties would be impraotioablo. The use of metal for►n ties of a type that are onoased inpnper or other materials to allow the removal of the complete tie, leaving a hole through the concrete struoturo, will not be permitted in the construction of water bearing walls instal tion shall be hold in place by devices atUaehed to walls. Enoh device shall be capable of developing the strongth of the tie, Pipe spreaders will not be permitted, All metal appliances used inside of form to hold them in correct align. ment shall be removed to a depth of at least one-half (1) inch from the eurfaoe of the concrete s.nd shall be so constructed that the metal may be removed without undue injury to the surface by shipping or spalling, Such devices when removed, shall leave a smooth opening in the concrete surface. Burning off of rods, bolts, or ties will not be porvItted. Where wiro ties are usod, all wires, upon removal of the forme, shall be out back at least one-half ( ) inch from the face of the concrete with a sharp ohio(31 or nippers. All cavities produced by the removal of metal ties shall be carefully cleaned and completely filled with re-tompered sand cement mortar mind in proportion of one to throe, and the concrete shall be loft smooth and even, At the time of plaoing oonoroto, the forms shall be ,Ac!an, entirely free from all ohips, dirt, sawdust, and other extranoous matkor. AYor wal). and other locations whore access to the bottom of the forms is not readily attainable otherwise, adequate clean-cut oponings shall be provided. JQ .s,Z.. 1A4j. ConoxaW The Contractor shall give the Engineer sufficient advance notice before starting to place concrete in any unit of the struo- tore to permit the inspection of forms, the reinforcing steel placement and preparation for pouring. Unless P.uthorizod by the Engineer, no concrete shall be placed in any unit prior to the completion of the formwork and the placement of the reinforooment. Whenever it is neoessary to continue the mixing of nonoreto after the daylight hours, the site of theworknshallabe brilliantly lighted so that all operations aro plainly visible. In general, however, oonorote placing shall be so regulated as to permit finishing operationu to be completed in the daylight hours, The sequence of placing concrete shall be as provided on the plans or in the specifications. The operation of depositing and compacting the concrete .shall be conducted so as to form a compact, donse, impervious mass of uniform 107»4 texture whioh shall show smooth faces on all surfaooa. The placing shall be so regulated that the pressures caused by the plastic oonerete shall not exceed the loads used in the design of Corms. The method and mannor of p1Folng shall be such as to avoid the possi- bility of segregation or separation of the aggreg,ato or the displacement of the reinforcement, Concrete shall not have a free fall. of more than eight (a) feet. The spattering of forms or reinforcement bars shall be prevented if the concrete so spattered will dry or harden beforc~ being incorporated in the mass. Concrete shall be placed in continuous horizontal layers approximately 12 inches in thickness, Not more than one hour shall elapse botween the placing; of successive layers of ooncruto in any portion of the structure i.noluded in a continuous placement. Each part of the forms shall. be filled by dopon)ting; concrete directly as near its final position as possible. The onarse aggregate shall be worker) back from the face and concrete forced under .And around the reinfbroing bars and pipe or other inserts without displaoing them. Drpoaiting large quanti- ties at one point in tho forms and running or working it along; the forms will not be allowed. Laitanee or foreign matter of any kind shall not be permitted to accumulate inside the farms; and openings in forms necessary for removal of sPme shall be provided. All concrete shall bs well compacted and the mortar flushed to the surface of the forms by continuous working with concrete spading implements and mechanical vibrators of an approved type. Vibrators of the type which operate by attachment to forms or reinforcements will not be permitted. The vibrators shall be applied to the concrete immediately after deposit and shall be moved throughout the mass, thorou,,hly working the oonoreto mound the roinforoomont, embedded .fixtures, and into the oornors and angles oi' the forms until it has been rodviced to a plastic mass. The mechanical vibrebor shall not be operated so that it will penetrate or disturb layers placed previously whioh have become partially set or hardened, The vibrator shall be of sufficient duration to aooomplish thorough compaction and complete embedment of roltiforoement and fixtures but shall, not be done to an extent that will cause set-,rogation. Vibration shall be supplemented by hand spading if nooensary to insure tho flushing of mortar to the surface of all forms. Before tho start of placing of concrete, all pipen, conduits, manhole onsting;, oto,, required to be set in the ooncrote, shall be placed into position and firmly anchored. Ib_7gQ Freorin~ wcathrrrs When depositing concrete at or near freezing temperaturos, the concrete shall, have a temperature of at least 50° F,, but not more than 120° P. when aggregates are heated, The concrete shall 107. ~ be maintained at a temperature of at least 500 F. for not less than 72 hours after placing, or until the eonorotp has thoroughly hardened. When neces- sary, concrete matt>rials shall be Veated before mixing{ and heating appara- tus such an stoves, salamanders, eto. shall be suppliod to maintain the concrete at the required temperature. The Contractor shall be responsible for the protection of concrete placed under any and all weather conditions. 1,;0„x,9 Cgnstrunf Joints; The joint formed by placing plastic concrete in direct contact with oerete that has attained its initial set shall bo deemed a construction joint. When concrete in a structure or a portion of a structure is specified to be placed monolithic, the term monolithic shall be interpreted to mean that the manner and sequence of concrete placing shall be such that construction joints will not occur. Additional joints shall not be providod without written authorization from the Lnginenr. Any additional construction joints ohaV have details equivalent to those shc,,ln on the plans for joints in similar L oations, Unless otherwise providod, construction joints shall be square and normal to the forms. Fulkhonds shall be provided in too forms for all joints except horizontal ,joints. The top surface of a concrete plooement which torminatos at a hori- zontal construction joint shall have surface cement film removed and shall be thoroughly roughenod as soon as practicable after the concrete has attained initial set. The surface at bulk6,oads shall. be roughened as soon as the bulkhead forms are removed. Before Joining plastic concrete to concrete that, has already set, the surface of the concrete in place shall be free from all loose material, laitanoo, dirt or furoign mattor; shall be washed and scrubbed clean with stiff brooms and thoroughly drenched with water until saturated, and shall be kept wet until the plastic concrete has boon plaood, Immediately prior to the placing of additional oonorete, all forms shall be drawn tight against the concrete in place, and the surface of the concrete in place shall be flushed with a ooating of grout mixed in the proportions of orie part of cement to two parts of sand, If shown on the plane, construction joints shall be provided with oonorete keyways, reinforcing steel dowols and/or metal flashing, strips. The mothod of forming koys in keyed joints shall be such as to permit the easy removal of forms without chipping, breaking, or damaging the concrete in any manner. 0 J Cu n. orynOrbter Careful attention shall be given by the Con- tractor to the proper curing of all concrete in the structures. Grote surfaces shall bo kept moist by oprinklin All con- mats and sprinkling, or gr by burlap and/or cotton a of seven (7) days, In cold weather v when membrane ouring may ibe retarded,fthis period period shall be extended as directed by the Engineer, All uncovered surfaces nhall be protected from deformation or abrasion until thoroughly hardened. 1o7.6 X07.11 Removal o Form 91 Forms for the portion of thn Structure which do not require finish, may be removed in not less than the number of days set forth in the following tablet Corms for walls, columns and sides of beams - days Corms and falsework under slabs, beams and girdors~..T_~_ _ 7 days Corms for surfaces required to be finished Shall be removed when the concrete has aged not leas than one-half (J) day, nor more than two (2) days. Test specimens may be made for the determination of time or removal of forms in cold woather and forms may be removed when tost specimene, cured under like conditions to the curing of the structural indicate the required seven (7) day strength has been obtained J,Q'jLl?Y ,Cinishina.= As soon AS forms are removed, all cavities from tie holes and "honeycomb", shall be pointed up with 1:2 Mortar, and proporly cured so that the patches will not Shrink or ornok loose, ranSit ilix Cot, rata s Transit mix concrete will. be permitted in liou of mixing on the ,job, provided all of the following conditions are mots (1) All requirements otherwise spocifiod for mixing; on the job shall apply, (2) Sufficient transit mix equipment Shall be assigned exclusively to the project as requi.rud for continuous pours, (3) 3'atiefantory evidonoo shall be furnished that the delivery of concrete shall be continuous at regular and uniform intervals, without stoppages or interruptions. (4) All concrete shall be deposited in the forms within 45 minutes after water has bean added to the mix, Concreto retained in the truck longer than 45 minutes after water has been added to the mix will be ra,jocted. Retempering of concrete will not be permitted, I07,1?.Mea u.r men and Pay~nan ; Tho work involving concrete on this eoncraot will ~e pz+:d for at the unit prices bid per square yard which are described in detail, under thoir various headings elsewhere in those Specifications. FM OF SECTION 1.07-7 rTION _lOg - RampRC Na sr I 109 .1 Materiali Reinforcing bars shall conform to t110 Standard Specifi. cations of the American Society for Testing Material" for Billet-steel Fars for Concrete Reinforcement, Designations A15-520 intermediate grade, open hearth or aoid-bossemer. All bars shall be deformed. Reinforcing mesh shall be woven or electrically welded wire mesh fabrio, cold drawn mild steel conforming to ASTM Designation A185-37- 2 Benz ngi The reinforcement shall be bent cold to shapes indicated on the plans, All bending of hard grade and rail-Steel bars shall bo done in the shop. 8o,4ding of other gradea shall preferably be done in the shop. bends shall be true to the shapes indicated, and irregularities in banding shall be cause for rejection, Unless othe raise shown on the plans, bend for stirrups and ties shall be made around a pin having a diameter of not loss than 3 times the minimum thickness of the bar. Q.9 Storlgg _c.LUjgji Steel reinforcement shall be stored above the su•faoe of the ground upon platforms, skids, or other supports and shall be protected as far as practicable from mechanical in airy and surface deterioration caused by oxpoqure to oonditions produoi.u; rust, iv;ien placed in the work it shall be free from dirt, scale, duat, paint, oil or other foreiEn material. i^Q Pla in and hi int in in toinfo emo Ui The stool shall be placed in the forms exactly as shown on tho plans, It shall be maintained in place by wiring, by blocks of "gone to two's mortar properly grooved to hold the bars from lateral displaoement, or by any other effective means approved by the Engineer. In instances where two or throe layers of reinforcement are shown, approved spaoing blocks shall. also be placed between each layor, apaced sufficiently close together to prevent approoiable sag of the bars. The slab reinforcement shall be raised off the forms by means of small concrete blocks of mixture as mentioned above and shall be wired to the longitudinal bars to maintain tho proper spaoing. It is very important that the length of bars, spacing and bending points in same be maintained as shown on the plans, Where splicing is necessary, the bars shall be lapped at least nine (q") inches, but no bar shall be spliced at points of maximum tension. At all cornerv and linotions, the reinforcement must ofethegwallroromothat mber,hw.ithrbonds and tlapsjunction leastshall. thirty (30) sdiameters, jCS___.L_ nanect" All roinforoing steel is to be inspected after placing and approval by the Engineer, Not until this inspection has been made, and approval obtained, may the pouring of concrete proceed, Sia s l n P mitt; Reinforcing steel will be paid for by the pound, in planet whore shown in the Propom l.. END OF SECTION 108-1 rCTION lp9 ColVCftrrg CURB AND GUTTER +1Q~,1 Desaript on This item shall consist of Reinf'oroed Portland Coment, Concrete Curb, Cutter, and combined curb and gutter constructed in accord- ance with these spooifioations, in conformity with tho lines and grades established by the Engineer, and in accordance with dotails shown on the plans, 0 .2 M erial i Concrete shall be Class A for this item, inoluding all ingredients, mixing and mix proportions shall comply with the specification entitled "Concrete ror Structures" as written elsewhere in these deoumento. The mix shall contain not less than 51 sacks of cement per C.Y. o" concrete, and the oompreseive strength at 28 days shall not be lose than 3000 psi. p Cop AA.v~tn = Only sufficient water shall be added to allow free flow of concrete from the mixer and easy working in the formal it shall not be added in such quantity as to cause separation of the ingredients by gravity, or to cause the concrete, when deposited in the forms, to quickly assume a level position wiihout handling. In no case, unloss Preeifioally permitted by the Engineer, shall grater sufficient in amount to 1103ult in slumps of more than five (5) inches be permitted. 109.E (11 inn= mho method of conveying concrete from the mixer to place of deposit shall be such as to prevent loss of mortar, separation of ingred- ients or change in consistency, Concrete shall not be dropped a vertical height exceeding five (5) foot, except through a pipe or closed chute which is kept filled by a continuous sliding of concrete. ~C9.5 Plao"'' Concrete shall be deposited so as to maintain a horizontal surface and sha11 be thoroughly and continuously worked into all spaoes and around all reinforcements so as to form a dense voi,dless mass, The coarse aggregate shall bo worked away from contact witi? the forms so as to form a smooth, hard exposed conorote surface. The concrete for curb and gutter shall preferably be poured continuous botwesn expansion ,joints. If construction joints are allowed at other looaticne by the Engineer, they shall be properly constructed with wood bulkhoacle so as to completely separato adjacent concrete sections, L0246 Curi ; As soon as the finished work has hardonod sufficiently to prevent damage, the surface shall be covered wLth burlap, sprinkled with water and kept continuously wet for a period of throe (3) days, o, b application of an aoceptable curing compound. Under no condition shall the surface be allowed to dry out until rafter the throe (3) days curing period, 109.1 Q 1sx erasion Joi .a; All pramolded expansion 'Joi,nte shall be of an approved pramolded expansion Joint material, of the thickness and, at the locations shown on the plans or, established by the Engineer. 102o8 Formsa All forms shall be made of lumber or steel and shall be framed, braced and staked in a substantial and approved manner so as to insure perfect alignment and grade. All forms shall be clean and shall be wetted immediately before concreting. Care shall be taken in removing forms to prevent marring the conoroto, 1-02. 9 Ite~nforoinr~ Stnr~1: Reinforcement may consist of bare which meet the requirements of the current standard specifications for "Intermediate Grade Billet-Steol Concrete lieinforcoment Bars", of the A.S.T.M. Designa- tion A15. All bare shall be deformed. All reinforcing steel shall be of the size shown on the plans accurately held in place while concrete is poured. The steel shall be continuous between expansion joints and shall be wired at all intersections. 10 Co u io ax- Gen r l: The Contractor shall furnish 0.11 materials, labor ax3 equipment and construct ourb, gutter, combined curb and gutter conforming to line, grade, location and design as indicated in the plans and specifications and established in the field by the Engineer, "Laid- down" curb and gutter shall be constructed at all alleys and proocnt and future driveways dosignat-nd by the Engineer. 4941 r ava inn; The specifications heroinabove provided under the item entitled Xxonvation shall govern the excavation required in the construction of curb, guttor and combined curb and gutter, -kn 12 a Grdi The Contractor shall de all necessary filling, leveling an f nee era nig required to bring the subgrade to the grades specified. Payment for thi,y work shall be included in the unit price bid for "Concrete Curb and Gutter"'. 1.0E Eoundat n o r r No sand or gravel course will be required under, ourb and gutter , lay down curb and gutter, special gutter and valley gutter. The stabilized flexible biso course us shown under "Flexible Baas" will serve as base for all curb and gutter done truction. 0 1) _F . ni i i t There shall be provided on the job a metal scroed or mule designed to give proper shape to the curb and gutter, It shall be bent to the exact shape of the finished curb and gutter and the forward edgy turned up slightly to prevent disturbing the mortar. It shall be designed to ride on the forms and when properly manipulated shall leave the curb and gutter in its proper shape and condition. An "S" trowel shall be used to finish the surface and minor imperfections shall be corrected with a mason's trowel. Care shall be taken to finish the, gutter flow line to a true, uniform grade, log-z All concrete ourb, Gutter, and/or combined curb and gutter shall be monolithic construction and shall be finished by removing forms as soon as possible, rubbing the exposed conorete with a wood float and then brushing tranavoreely to obtain a smooth uniform brush finish. Suitable tools shall be used to form the radii as shown on the plans. 109#15 Joints: One-half ( ) inch premoulded expansion joints shall be placed, normally, at thirty-six (3) foot intervals through the ourb gutter and/or oombined curb and gutter and "flagging", normally, at six (6j foot intervals. Adjustments at stroet intersections and other points may be necessary and shall be as determined, in the field, by the Engineer. In the event concrete pavement is to be placed in the street, the one-half W inch expansion joints in the ourb, gutter and/or combined curb and gutter shall be in strict alignment with the contraction (dummy) ,joints in the pavement. Expansion joints shall be placed through the ourb and gutter at the point of, and in striot alignment with, expansion joints in the pavement. All joints through the gutters shall be sealed with asphalt, or o hor suitable sealing compounds. One-half (J) inch premoulded expansion joint material shall be plaoed between curbs and abutting; structures such as sidewalks, building, eto, All joints shall be constructed in a neat and workmanlike manner, with edges rounded, in conformity with the plans and specifications, and at locations as shown on tho plans or designated by the Engineer. I M urement: Standard concrete curb and gutter shell be moanured by the linear foot complete in place. ~0! 7 Pavmen•s The work performed and matarials furnished as desoribed by this item and measured as provided under "Measurement", shall be paid for at the Contract unit prices bid for, ' "Conoreto r;urb and Gutter", whloh price shall'be full compensation for construoti.on of now curb, gutter and/or combined ourb and gutter; for'proparing the ' subgrade; furnishen~ and ptlaoin~ all matoriala, including rainforc- i.ng sf,ool', and expansion ,joint; matorialn; and for all manipulation; labor, tools, equipmont~and Incidentals nciae.dsary to complete the work, No acparato payment will be made for base under curb and gutter, lay dawn curb or special gutter, but shall be included in unit price bid for "Placing Hot Mix Asphaltic Concrete". END OF SECTIO14 109-3 SECTION 110 - LAY DOWN CURD AND GUTTER 11.1 Desorin+inLay down curb and gutter shall bo oonstructed at all allay ways and privato drivoways, as shown on the Plans, This type curb and gutter shall bo 001)struoted os same type ooncroto, steel, expansion Joint material, eto, as shown for standard "Curb and Gutter". 2 C r n : ~Curir;g shall bo same as curing shown under item "Conarete Curb and Gutter . A0, Mea r me : "Lay Down Curb and Gutter" shall be measured by ihe, linoar foot complete in place as shown on plans, tdoaourement shall b6 from beginning of radius to end of radius, ,11,4.4 Pavmeu ; by thi The work performed and materials furnished as described this item and measured ao provided under "Measurement" shall be paid for at the contract unit price bid for "Lay Down Curb and Gutter", which price shall, be full oomaonsation for constructing new curb and gutter, preparing subgrade, materials including steel, expansion joint material, all labor, tools, equipment, and inoidentals neoeseary to complete the work as shown undor item "Curb and Gutter". END OF SECTION 110.1 SECT: O. N ],11 SPF~;CTAL GL)'PTt;ft 111,1 Deeori bent Speciai gutter shall be construotod to match the existing off side parking area slaba as shown on plnns. This will be a regular type gutter 1,5 ft, wide or 2,0 ft, wide as indicated on the plans, and will extend the entire length of the parking area, and shall be the Same typo concrete an shorn for curb and gutter, A one-half (1) inoh, premolded expansion joint material shall be placed bo twoen existing concrete and new concrete. 111.2 Curingi Curing shall I;e the same as ouring ohown under item "Concrete Curb and Clutter", 17.1.,E Measu menu Special gutter shall be measured by the linear foot c(imp ete in place. L1.1s4 Pa, ento The work performed, concrete, stool and premolded ex- pansion joint material shall be paid for at contract unit bid for "Special" Gutter". END OE SECTTOM ~.11•.l 8ECTION 112 SIDLW XS 1211 2Qor1io s Concrete sidewalks shall be eonetruoted at locations as shown on plans, They shall be 40 wide and 4 inches in thickness with a 2..inoh sand cushion placed underneath the concrete. Sand shall be pit run sand and gravel with maximum rook diameter of not more than 1 inch, and a PI of not more than 2, Reinforcing shall be a mat of b" x 6" wire mosh gage No. 6. L2.-_Conoretes Concrete shall be 2500 psi with a minimum of 5 sack per C.Y. Suitable forms shall. be used and set to grndo as sot by the engineer, r'i is i. n, d Jo rrAlt All oonorete sidewalks shall be construe roc, as shown under Section 109,14 and l,C).15 order Section "Concrete Curk And Gutter". Llg,4 C rin s Curing shall be same as shown under Section 1,094 ,5_Momur~mc~f ti All sidewalks shall be measured by the square ya"A in p' ace 0ompl.0 et IJZ..E, Paymen s The work performed, materials including oonorete, .former, excavation, sand cushion and all incidentals necessary for oo:npletion o' the work will be paid for at the contract unit price bid per S.Y,, which will, be full compensation for walks complete in place. Sidewalks shall have expansion joints, promolded expansion Joint material and flagging as shown under Curb and Outter. END OF SECTION 117..1 ECTIUN '13 - R,_ E HApZN. Q BACK SLo l13 1 'It US It is anticipated t1,at many of be torn up cs damaged during construction, Al'l81Opooewhetherodamagedl during construction or not must be reshaped in a neat manner to match the now curb and gutter and retaining walls after construction is completed, Any shrubbery dug up or damaged outside of right of way during construction must be replaced satisfactorily to the property ownor. Special attention is called to slopes between Sta. 10 + 50 to 19 + 50 on west side of stroet, where parking strip will be constructed. Daok slope to curb shall be not flatter than 211, or as directed by the Engineer, Pa.vmen,i No extra compensation will be allowed for the above work, but will be included under Hid Item 109 "Concrete Curb and Outter", I END OF SECTION 113»?~ ACTION 114 - CONCRL STL'P 11~~.1 scri'tions Nis item includes the construction of conerbto steps,as shown on p ass an listed below. 'he existing, stops as shown on the plans shall be removed Wt disposed of by this Contractor. 114.2 Rov_ CoonaMt2 jt=I A typical section as shovm on the plans shall govc,n the construction of all new steps to be construoted, showing all dimensions, concrete, reinforcing steel; and premoulded expansion joint material. This item includes all. incidentals, including excavation, reshaping slopes and baokfill around steps. Special care shall be taken not to damage grass, shrubbery, eta, during construction. End curbs shall receive a float finish; steps shall recoive a float finish a:,J light swcop with broom. Concrete shall be Class "A" 2500 p.s.it and conform to Item 112 for concrete sidewalks, STATTON SrT nr ' r ...'_._RNr) 'END ' ~TrP; f'U'!OrR nr Jt1;i,r ._._.lf Yfll 0!" 3S.._.._. 13 + P5 1.,t. I Pone None t1one 19 + 1.5 Rt. Do not Remove :tone None None 19 + 50 Rt. 1. 1p 4f Oft None 19 + 65 Rt. 1 r~. 4#4 " None 19 + 80 Lt. 2 4 Ip1.0" None 20 + 82 Lt. 1 3 r41~0" 2 24 +X30 Lt, * 1 Pipe Nnndrails 10 60„01, 2 28 + 15 Lt. 1 3 614" 2 32 15 Lt. 1 7 7f,011 2 32 + 71 Lt. 1 7 12'•.01' 2 34 + 23 Lt. 1 6 9 'r " 34 + 85 Lu. 1 11, 60.00 2 }6 + 31 Lt. 1 6 100.0o 2 2 *3xisting steps 24 + 80. Remove and replace pipe handrails on new curbs. 114.3 PPMgr qt: Payment for construction 'of the steps shall'bo made at the lump,awn ambuitt hid in the propoaal. END OF arCTION 114•.1 I CTIOh' 115~BE1NI'OgCFD COI CRETE VYAT LPy OUTr~,,, 1~5___ 1 _neep~inticn: This item covers the oonstruotior, of a four (40) foot reinforced concrete valley to be placed at locations as shown on the plans. '.2-_ ConoX,te and Stool: Concrete shall be Class "A" 5,5 saoks per C.Y. with a minimum compressive strength of 3000 psi for 28 clays. L- Curi~gr Curing shall conform to Section 107 under "Concrete for Struotures". 115.4 Reinforei StBei: Stool shall conform to Section A8 under Reinforcing Stool", 11.; Mea9uremenc inn Pint; Measurement shall be from beginning of roturn at street intersection to end of return on forward side of inter. section. 'the inside edge of valley shall be in line with inside edge of the standard gutter. Payment shall be by the linear Riot as shown in the propose). This shall be total compensation for onnorote, reinforcing steal, expansion Joint material, and all incidentals ne:oessary to construction of concrete valley, END Or SECTION 115-1 5I.;C'P:l N 116 A1GDIAN aTRIP !I('htionI Thin item covers the construoUnt, of the median strips in the vicinity of the proposed bridge, including curbs and asphalt fillor material. Ha dian strips shall be constructed according to dotails shown on the flans. 11G.7 Concretes Concrete ohall be 3000 p,s.i, with a minimum of r per cubic yard, All requiromente as shown under Itom 109.14 and 109.15oke undor "Concrete Curb and Gutter" shall apply to thin concrete. Curing shall. be as shown under Item 107010. 1,16._ Roinforcing_bbtool; Reinforcing stool shall be as shown on the plans and co £n arm to-roquiromonts under Item 100. ].16__' Soacu~roment and PaA[onty Measurement and pasnent will be made for this item as a lump sum amount in accordance with the amount bid for this item, Limits of the lump sum item is shown on the plans. The section of curb and gutter as shown on east side of Access Road from now location of (loll Avenue to existing Bell Avenue will be paid for under Item "Curb and Gutter". Tho lump sum bid for this item will include concrete, reinforcing steel, asphalt fillor, exruvation, oto. which will be full compensation for all incidentals required to construct the Median Strip as shown on the plans. 11,10 OF ST,'Cl'ION 1161 , aECTltrtl~_1jZ_ 1tTTAINING VIALL ALTER AIE CONSTRUCTION 117, .1 sori*Lps This in a conoroto rotnininL wall to be conetruotod Eros, Pita. 31 s0 to 33 + 110 on wont aide of 13011, Strnot. Spc;cial care shall be taken with all floweret ahvubs, grass, oto. during construction. All 41opas that might be changed or damaged must, be replaced in as good condition as the original, and .,-to to match the retaining wall, A one- half ( ) inch premolded expansion joint material shall be placed botween face of wall and now sidewalk, The face of wall above ground shall be given a rubbed finish, 117.2 CaiLratos Concrete shall be Class A 3000 psi and all requiremontra a; shown under Sootion 107 under "Concrete for Structures" shall govern. Curing shall be the namo as shown under Section, 109.6. 117. ftoi,nforr,inf Stools Stool shall be as shown on the plans and shall conform to roquiroments under Section 108 "Reinforcing Stool". 1117.4 Moa;ur,©mgnts Al]. dimensions of the retaining vial]. are shown on the plans, and ;hall Lrovorn the construction. Measurement will be the bid price per linear foot. 117.5 Payments Tho work ix:rformad, materials used, including concrete, steel, promoldsd oxpannion joint material, rubbed finish, excavation, reshaping the alopos, tamped baokfill behind waall, ouring of concrete, etc „ and all inoidentals roquirod to eowplote the wall according to ol.ana. END OF SECTION 117-1 SECTION 1183 - Rr IrjpoRCr 0 CONCItI,Tr CURD INLETS nl;tl irNATb CONSTRUCTION 1183,1 bos ri tiont Curb inlot structures shall bo constructed of 3000 Pound concrete, and in accordance with the details nhmm on the plans, Concrete used in tho structures shall comply with the specification entitled "Concrete for 5triioturee", and reinforcing stool shall comply with the specifications for "Reinforcing Steel" as written herein. Inlet size and location shall be as shown on the plans and as staked by the Engineer, 118;.-r--2-~%a u?a'm. an Pa ntt The lump sing prices bid for "Reinforced Generate Curb .inlet" shn l be full compensation for all exoavation, and backfill$ k;onoroto, reinforcing stool, cast iron fromo and oovor, and all lnbor, mato74111s, and equipment neconsary to complete this item in accordance with the plans and specifications. If storm sewer as shown under nltornato Construction is not used, then reinforced ennoroto curb inlet shall be conatructod as shown on Plans. The Lump Sum price bid in proposal shall bo full ccmpensation for labor, cc,noroto, stool, excavation and all inoidontralo neoossary for completion of this item, FIND OF IMICTION 1181.1 SECTION 1Q„- CONCRq TI CULVMRT P7PL _ AI;[rIlNA'If: CbPl1'fiUC7'ION x19.1 (iv eras The work under this item oonsieta of furnishing all labor, material and ecluipment for installation of storm oowor pipe as shown on the plane and provided in these speoi,fioati.ons. 1,~ Pigs Pipe used in the storm drainage system shall comply in all reapecto with the latest requirementri of the Standard Specifications for Reinforced Concrete Culvert .Pipe, A,S,T.M, DesignaU on C-76-55, The pipe shall be either Class III or reinforced "Infiltite" rubber gasket joint. Pipe as manufactured by Gifford-Hill Pipe Company, as designated on the Plans, Pi:,)^ ah&'V' be mnohine made and shall be etvam oured in aooordanco with ASTN 400 ifi.oatioll C76-5?T for a suffioiont time to obtain the requirod physical strength requirements. LA,;~i~C~,n£~..T.4tl~o and GrQOVe_ Joi t Phi Trenching and b),okfill shall, comply with the apeoi ioations as written elsewhere herein for trunohing and backfilling for pipe. b, 1jDall"s Care nhall be exercised in loading, unloading and handling the pipe to avoid shook or damage. All material found during the progress of work to have craoks, flaws, or other defects will be rejected by the Engineer, and the Contractor shall promptly remove such defective material from the site of the work. o, i' LlW"n i The laying of pipes in finished trenches nhall be commenced at the lowest point, so that spigot ends point in tho direct- ion of flow, All pipes shall be laid with ends abutting; and true to line and grade, They shall be fittod and matched so that when laid, they will. form a sewer with a smooth and uniform invert. No pipe shall be laid when the trench and weather conditions are unsuitable in the opinion of the Engineer. cement mortar ~ Mortar shall bej5mixedointthehpropoorrtion of oneh(1)rpartd cement and two (2) parts oloar, sharp, well graded sand. The joints shall be made in tho following manners The inside of the bell or groove shall be buttoned with Portland ooment 1:2 mortar, After the spigot end in pushod home, the joint shall be pointed up from the inside. The outside of the joint shall be plastered or wiped with W mortar and kept covered with moist earth or other approved Curing method. All mortar projeotiona shall, be removed from the inside of the pipe to inastre a smooth invert. Caro shall be exercised in baokfilling no that the joints will not be movod or disturbed, llg.1 , NINA Conoro ~~~RubbQr, Gasket Joi t P - ALIfRNATE CONSTRUCTION a, T~igGc in Baq . it ing aid H`M" for t J All requirements outlined shall above also apply ttpply f ng, b,XOkfilling and handling tonguo and groove joint pipe or conorote rubber gasket joint pipo, b, t bo Gasl,}~}r, "Infiltito" rubber gasket joints shall be made .'!ith a flexible oomprossion type rubber gasket, 0ifford-Hi1I prone-seal, Type No. I-H, as manufactured by Gcodyear Tiro and Rubber Company, Appli- nation of the gasket and joining of the pipe .longths shall be in accordance with the manufacturer's rooommondations, c, ~&JtXI Pipe laying requirements outlined above for tongue Ind groove pipe shall. also apply to ruhbur gasket joint pipe. Immediatoly before placing sash pipe, the groove o;r boll end of the preceding pipe shall be ooatod with a lubricating material, flax soap, or an approved equal, Mineral lubricants will not be permitted, Oaskets shall conform to the spigot end of the pipe and shall be firmly cemented thereto with an sl)provod rubber cement. The ipe shall with sufficient force tothen be pushin or enter the boll nand together forced completely home. I 31'&I wi C;xistinr Strunt~~r i In excavating and baokfllZing trenches and oonstruoting storm sowers, special care must be taken not to remove or injure any existing gae, water, sower, or other pipo®, conduits or other, structures without explicit instructions of the Engineer. If nooossary, the Contractor shall, at his own expense, sling, shore up, and/or othorwieo secure and maintain a continuous flow in said structures, and shall ropnir any and all damages done to them, Typical details .for con. oroto suppm for the existing sanitary sower linos to be orosacd by the storm sowor are shown on the Plans, In the event a sower lino is broken or damaged in the course of the installation of the storm sewors, the pipe shall bo replaced with cast iron pipo of the ,ame sizo, which shall extend a minimum of two (2) foot on each side ref' the ts•onoh excava- tion. M-.--~. ea4+u.xemsnt and haver s Tlipo wily. be moasured from center of manhole to center of manholo or end of pipe without arty deductions for the length of intermediate speoials, Paymont will be made at the price bid per foot for the pipe for the various sizes as not forth in the propogal, The bid prioo shall include all costs for the complete pipe installation and shall include any and all incidental, work not othorwiso incl.u;led in the bid items or otherwise provided for in these specifications; shall inolude all costs of matorialr~, the cost of olearing and grubbing of conflicts with other utilities, the cost of~~sheoting orobracing in"deep trench, and the cost of all classnn of excavation and backfill.. END OF SECTION