|
<br />Ii
<br />z
<br />"
<br />I'i
<br />M
<br />
<br />J T E M
<br />
<br />16
<br />
<br />Furnishing and placing crest
<br />surfacing (4" gravel)
<br />
<br />'117
<br />I
<br />
<br />Guideposts on crest of dam
<br />(@ 50' ctrs.)
<br />
<br />:Furnishing: the following sizes of;
<br />L Sewer pipe & constructing toe
<br />drains
<br />-1-------' ..----.. ..-- --.-., --. _
<br />[, ~8j 8-~nch di:"'D1eter
<br />) 19 I lZ-inch diameter
<br />I I
<br />I:: I ~~~~(-::~;~::-
<br />r' -"jFu;niShiDg mat~ri.1s f~r the
<br />following and: '
<br />I" ..,;;; ;;;;,';; ;...;;.;; ~ U"' ...;;i
<br />
<br />8" Ld. slotted wood stave pipe
<br />I encased in 24" sandy gravel I
<br />packed well
<br />-- - --- ~ - - -- - - I
<br />23 Developing pressure relief wells I
<br />I"
<br />
<br />-~r ir~S~~~ie~~S~~~i~MATE I
<br />~._(see ritefiilk~i1FAND-
<br />I QUANTITY [LABOR FURNISHED I
<br />Ii BY THE I
<br />, i CON'l'ltACTOR :
<br />IAMOUNT T~~~TtiNITr . '-tOTAL' l
<br />I .. I ,eaSTi eOST i~
<br />, I
<br />,
<br />10,000 ,c.y_: 3.00: 30,'000 1
<br />I
<br />I
<br />
<br />1,120
<br />
<br />ea. 8.00',
<br />
<br />8,960
<br /> I
<br />19,000 !
<br />3'1,500 -f-
<br />36,750 i
<br />,
<br />;
<br />39,900 ,
<br />j
<br /> ;
<br />
<br />!
<br />
<br />3,800 1.f. 5.00,
<br />4,500 1.f. 7.00;
<br />3,500 Lf.'ID.50:
<br /> I
<br />2,800 1.f.,:14.251
<br />
<br />J~g~~~i~; ~~~f~~:;;~r-'---r----------"----_._--'.'-' ,,- --. --f
<br />. QUANT~~r~~:~~:~~r~~~::r:~-J~~:~:ED!
<br />-UN~UN. C.i~1. -~Li-~MOUNT ~rmiT uNi~;:~L
<br />AMOUNT _ ,COST 1 COST _ _ _"_ rCosT : eOST
<br />i
<br />
<br />D 1: t t )0
<br />,
<br />
<br />30,000
<br />
<br />D 1 t t .0
<br />
<br />8,960
<br />
<br />D i t t 0 19,000
<br />D i t t " 31,500
<br /> i'.
<br />D i t t :0 ,3,6,,_?~O _. .,
<br />D i t t 0 39,900
<br />
<br />5,200 , 1.f. 40.00 208,000 D i t t 0 20~,000
<br />888 ,: hrs..is.Oo 13,320 D i t t 0 13,320
<br />37 : ea. ~.500 : 92,500 D i t t 0 92.500
<br />
<br />24 ) Constructing 42" Ld. reinforced,
<br />I precast concrete pipe inspection!
<br />\ Wells 10 ft. high !
<br />IrF~;;~i~hi~ -the folloWi~' size~ of)
<br />i I bituminOUs coated No. 12 gage,
<br />I I corrugated metal pipe and con-
<br />~__~t_r~~~_~.~~ .r~lief well drains
<br />
<br />! 25 jlB"-diameter
<br />r----t-- - -
<br />rt6 ~2~~-dia~:t:r (outfall drain)
<br />
<br />U27 I Constructing concrete inlet and
<br />outlet structure for outfall
<br />drain
<br />
<br />,
<br />~----~---'--~--
<br />
<br />2,200 . 1.f.1O.00' 22,000
<br /> D i t t 0 22,000
<br /> : ,
<br />1,300 1. f .21.25 27,625 D i t t 0 27, 625
<br /> i
<br />30 ; c.y.65.00~ 1,950 D 1: t t 0 1,950
<br /> \
<br />
<br />_.~----1-.______ _..___
<br />
<br />_.i..-.-.~_
<br />
<br />
<br />TABLE 2
<br />.. -~~!!..~~!._.!.~.!.,..?-
<br />
<br />I
<br />_..J
<br />
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