Laserfiche WebLink
J 01073 Pa`e 1 <br /> ( MFASUREMENTAND <br /> PAYMENf <br /> I <br /> D. Exeavatfoo. <br /> � <br /> 1. [zcavatlon �htll be uncluslfied a m muedv encountercd and removed in performing <br /> excavadon w�ork/or dl projea taNrea u�d ttructurea. <br /> I 2. A survey of the dte by the ConVactor, L� aca:cduke w�ith Seedon 01050, shall be made <br /> prior w cortimencement d wrork, �nd di measure.�nenn fhall be bued on this survey <br /> without rcgvd to t y�en�a in the dte th�t may acrir dudng the work. Measurement <br /> 1 of aacrvadon quariUda ahall be bned on the cubic yards ot material excavated ac <br /> determined by fleld surveyt betorc and after ucavatlon,or at other Uma as necessary to <br /> de0ne thc limin d e:cawtlon. Volume calculatlona shdl be based on the surveyed cross <br /> 1 cecUom md the everege end ara calculatlon meUrod ahell be used to calculate wlume. <br /> 3. NI excava8ons outside ot ezcavadon Iines indiated on the Drav+ings end not authorized <br /> ky the Engineer shell be cansidercd as bein` for the mnvenientt of the Contractor and <br /> I such aecavadon shall not be meuurcd for payment or for oonsideraUon for an eztension <br /> in the dme(or pe�formana of the ConVaM. 'Itie quantlty of dirccted ezcavadon necessary <br /> for the removel ot unsuitable foundatlon matedd u spedAed ahsll be included in ihe <br /> � meuurcment of the acavadon�rherc wuWtable foundadon Is encountercd as detertnlned <br /> try the Enginar. Conuactor shW provide iurveya ot the acavadon at the stetlon intervels <br /> required for Engineer to determine pryment, <br /> I 4. Payment for e�ocavatlon thall conatlNte full canpenaadon tor excavadon,haui and dispcual <br /> of the accavated matedsls in a000rdance vith the Spedficatlons. <br /> t E. Top Soil. Messurcment of topsoil, or topsoil mixture, ahall be based on the number ot cubic <br /> � yard� of materiel, trom on eite eourcm or imported, acceptaWy placed in the completed work. <br /> Paymmt chall constllute full compensatlon for the supply,plaexment, end compacUon ot topsoil, <br /> I or topsoil mixture.camplete u�d in plaa, a spedfled. <br /> F. Cmval FW <br /> f i, Measurement of general fill ahall be bued on ttie utuN cubic yuds of material placeA end <br /> � compaMed W the Iinea end gredea shwn an the DnMings. Arry un�lassified flll plecement <br /> ahall be considered general fill. Measurcmenn�hdl be mede from surveyed crou secdons <br /> end wluma shall be computed by the mnge end area method. <br /> �' 2. Payment tor generd flll ahail �nsdtute tull campentadon for oompledng the work under <br /> I Ihis item, induding all labor, materiek, tools snd equipment u required In Ihe <br /> Spedflcatlrn►s. <br /> G. Swctural Fill <br /> � 1, Meua-sment(or avucaud till �hW be made betvem the racawdon and awcture Iinea <br /> and the till Ifmit Ilna, or betaeen the ground Iina and 811 Iina, u indicated on the <br /> � Drawingt or as Nrected by the Engineer. QuanBtla ahall be computed in cuWc yards by <br /> the avenYe end ara method. 'il�e pleNmeur�hW be considered a predu instnunent tor <br /> measuring plotted cross aectloro. <br /> + 2. Payment(or cwcturel flll chell oonstlNte full comperwdon for obteining,hauling,blending, <br /> 1 atockpilin`, aprcading,and oompacdn`the swcturd fill to the lina end grades required. <br /> Paymmt fncludes ar.:owadon In full tor prcpantlon o( ffie aubgnda, protectfon of <br /> 1 <br /> BDBP <br /> { 090/90 <br /> � <br /> ( <br />