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2.k-3 3j
<br /> F"A ..•firth n Fit u►++rEo stATEs SPILLWAY--Concrete-lined o -channel
<br /> ST EL 9270 MA HT. lob FT. DEPARTNENT or THE jKTEIaIoA MAX. AP. 040 C.F.S.WS..EL.9263.! CAP1 AF suREAu of RECLAMAVION Crest El. 9258 W£r.El,, ►2 Cao28Q, o_ _9F.
<br /> ...�__.___..._.__ 4IIN2tI80'�•,AiE�Ct,RSAS PItOJBCT
<br /> GATES bone 6A:3:C �: ;;r,';S
<br /> f
<br /> MIN:iN S.EL916b C (4ot Mora F, '11lZDi LA8$S UAI�
<br /> INRiGATION STORAGE 260, A.f. OUTLET WORKS--14 ft. 6 in. HS conduit.
<br /> _._ _.._ :_ 1940 Fri ces
<br /> FLOOD STORAGE _ �--_ - A,F. CAP-_ 800 _- G F,S. AT W S.EL 917T _
<br /> Vol of dam 3 Y20 404 p. .
<br /> COMPUTEO..__ !:Gt#!,. . . . HECKED. .E.L.A Rough Preliminary Estimate DATE Dec--. 1• P.947REF. DWG ev. v..ZO �7
<br /> P'reliminar Estimate MATERIAL AND MATERIAL
<br /> d Y Revised 5-17-49 MATERIAL MATERIAL AND
<br /> z Shoot Iio. 388•a••8 LABOR FURNISHED LABOR FURNISHED
<br /> QUANTITY BY THE FURNISHED BY THE SUMMARY BY THE FURNISHED BY THE SUMMARY
<br /> i T E M CONTRACTOR GOVERNMENT July 1947 prices CONTRACTOR GOVERNMENT Jan, 1940
<br /> prices
<br /> ►- ~ UNIT , TOTAL UNIT TOTAL UNIT TOTAL INDEX UNIT TOTAL INDEX UNIT TOTAL UNIT' TOTAL �
<br /> AMOUNT x COSTI COST COST COST COST f COST ACT COST COST ACT COST COST COC3T COST j
<br /> jaul 1 187 cast_• �^ t~
<br /> lion s ' �� Of_rimer. uetr at oc►
<br /> duriz�x oo u
<br /> ,., and t ri. toun�iatio:sLump
<br /> _ _.-_ _._..- - ,1
<br /> __ _ _ .--_-- _-__ �? ._-.. _�s_ . � 10,E _----- _--- is--- T_� 10�- is SOOs3
<br /> _ s # ooa
<br /> . r
<br /> 2 $xge►Ywt o>a 4tri-RPJJ+$ borrwr'�ai144-t9" d _- -- 4. o �'i6-1 4S �4.41T ,_.__..-04 �_ 33,E �._ 30 33 ON
<br /> ,
<br /> at10 ,rggkk,.dewatsits _ -
<br /> _;__ uar waste 20.000 .Q.t5b �,6b 11 OOd 0 40" _ 8 0�
<br /> --41-O 4-__: #. � 0.40
<br /> i
<br /> .Du� stspirlrjg dam Patiog - - a -
<br /> r - .� _ . _ - _
<br /> A Lt Iltreala b1�J[et _._ _ ___ .. -- - ---.--- _-� _ _ _ �-
<br /> __and P. n_____.__k. 2 000 a 0*?5- 1.50,_ - O,7b 150 0.50 -100.000
<br /> 8 OOQ
<br /> tiou b - _ . - _a - _ -- ----
<br /> _-_ wn in bgrrar-Pttil, a -- -
<br /> _ __.t>�.. 4 9 �,610,
<br /> a f n h ar PtitA►, jt�laitS>r�,_.,- __ _._,_-_ _______..t....._,_._------- -____ _- _ ___ _____ 4-__. _ __ _ _
<br /> .end..n _slam 550,000 ay ©,91i _ 00951 ---
<br /> 902,_5QO_ -- --- 902.600 - 0.80 570A000
<br /> T yB�cga�►at3�o oak i 1 row _
<br /> 233 'f 50 --- j
<br /> 2�?b` 233�75Q__ �. __. _ 2.78, -._ ___ ! _ Is50 _._ _12?ate _ . r - 10,501 127;SOi
<br /> Barth Pill In -a _ Y - + 0.15 4?.1 500
<br /> _ ee T._- �- _- _ 2 L" Q 000 0 0, 8fi 300_ 0.23 fi46 300 a . . , - _ O.l 4r21 kWO
<br /> _._.
<br /> $- B�dc _t 11_._in smban nt__ _ _- - - , QA _ _ _ _5s�.- _----- _ _- 0,45 -- 85,500 0.25 47,500 0.25� 47*b00
<br /> +I!91t6g fipz±�►p_: oar. 1.55?l - .1 ,00Q 1,50 180 000 , -
<br /> _
<br /> Sc4.nstruct��6�lnch-�dlameter
<br /> 0.40� 604
<br /> -t-
<br /> Q.n3t�►_�t#.t�._12.•aonh�+¢iaacpetor_ aew�rPlPe.._c�►�1.��_.,_ -____-_____. -�'- -
<br /> ___embedded in raver.__. ___. _2,_8U0 if_2.Tt} 7 560 0. , 6Q __3.40_�__9,520. 1.?5 _ --- ----------
<br /> K._ ---___ _ _ - 70T_- 1 9 4�900 0.50' 1,400 2.25
<br /> 1 C r -_.�_ _-- -_ __ .-.
<br /> -3 ono ete in curb we►11 _ _ - _ _-----800c� 80.00 30,000- - - 50.00 30,000 __- 0.00� 1$a000 _ __---__ 30.00}__ -18 00(�
<br /> 14 Puinishing &*Ad' handling cement - _ 900 ..__ 4.00, 4.320 __ _-_ 4.80 _4,520 �- �3.90� -_ .._3,b10 I. � 3.9E74 __.____ 3P_2
<br /> �.
<br /> _ _
<br /> 16. P ac 1ng_ i 20 lb 0.08 600 Q.OS - 0. -
<br /> >r pfyaos bsira_ _ _ _ �_ _ -- - _ _ __ __ ____ 1:
<br /> ` r
<br /> -For Imo.___ _ __- _- �_3,5" a4 _ 3.560 _ 3,927,990 ..t
<br /> IT PM SPILIfty t ,
<br /> 1
<br /> 1 &K68a4ation o _ -,.-- -
<br /> A.__ a- - {_ -- _ 0.70; __ $1,200 --- 0.40 206 400
<br /> _ - _-_._--- _ 516,000oy__0.70 200
<br /> 2 . Backfil2 t _ - �...._ - - .
<br /> -- - - --d-ri _ _ -- - __ _. __ _ -_ _ --- - _$, �•Y 1•z6 - 12:Zfi4 - - _ 1.25; - 2,250 _._ .0.75 7,350 -_ _ a 0�75,- _ 07+35�0
<br /> 3. , , _ -., 50' 3 000
<br /> 00; _sa.000 _ -- -- - -- 3.00' 6 '000 _----t--1.50 � 3 000 _. . --. _-+_ . _ 1• _ r
<br /> 4 Graded "ad and gravel filter _ _ __. .___. .._ __.
<br /> -- _
<br /> - - -,
<br /> _..__ ---- -1" -----.,BQ� 4�00� -4,400 4.00;- -_ 6,4U0 s.00 _.4,800 _ _ 3.00r� 4 Boo
<br /> 5 . eq ac►rste ins 11wa walls - _ _ - ___ ___ _ _. _ _-. _ 1 . . ____ ,
<br /> __. __ _-- T.Pf _-,Y _ _. 1 750 c - 00, - 000 _
<br /> .. _ ----- • -.�._ - � _----_- -�---__ __-- 40 OOr� 701000 TB.00. ___-_31,500 � ` _--___ 28 00
<br /> t - ?._ a
<br /> .�Y-e spillxa Floor _._. .�--- _-----•__. _ �� 2_, +oy_ 30.00.: 61�.500 _�_�_ _ _ 3c?.00 __-�1,fiO4 ___-_:1Lo00 24a600 _----_ ____. .� .--- I.2 00r 24-,6p0
<br /> T -Furnishing and`-hatadl to oernent_ - ._.. -- 4.009bb 4 80 ______ ,2G0 __. �_ _ 4. SQ Zg,�� _______ 3.90 _-_:15,�- _ __ .. 3.90a 15 tiOQ
<br /> _
<br /> 4� 8el414 txra40,Qta4 _.17,1�_ _�05' l? 000 . + -_ I!
<br /> • - - --___, 0.10 _ .�34,000 0.03 1 _ 10,200 -- -0.03 10,200 . .0.06 20,40Q
<br /> 9. Conatruattt�g -!!i meter $ewer�i _ _ -.
<br /> - .- _
<br /> embedded in ravel -
<br /> .___ _ _ _ _. - __- ----- - -- _ __ . .--- 1,45QQ fiu ._1,50�F.._, 2j 175. -0.25 _ 362 1.7b - _z,5.�7 _ 0.70� __ __ 1,015 f- 0.20 280 Q.80i 1
<br /> 10 Coastmotiar ,,&-�innh tor. aewer�iQs draia_a r -rt __- ___ _._-- _-__ _ • _
<br /> bed d ia` tel -- -•-�.__ .__._ _ _-_. . �.�.. _ _____ _ _ _ __ _ _ _ __ _
<br /> -
<br /> � ._.�________ i _ _. _. _. �.-_ _. -- _Z•OS,._._ -�.a _ Sys+64_ _.___,._�-1,38- O e EO�_-:____ _693_�_
<br /> l- --._ I3Q• __. ._ __1�90 _ _627 0.60 _ 198 0. 248
<br /> 7
<br /> riRa__
<br /> i
<br /> 7
<br /> :
<br /> :
<br /> I' �,xenTratlp0,,o$ son,_ Mjgpsk qut- __ 8+1 4D0 c 1,35 88 9#0 I.3br -
<br /> -- - s - -� _- -- .a _ __ - _ a940 0.90 57,960
<br /> ►artPi 3 f4y 1 ?_ . _ -____ - ----.+
<br /> 19 }
<br /> Haoldi3l 8 4t1Q c 1. i 3 000 1.25 ' 3,009 ,TB -_ _ ----- -
<br /> -� 5
<br /> 51
<br /> _�_-__ QQ 1•_ _ __.. ?:. 1 _- __ �72_ 2:45
<br /> 59 #e +Q3d erp pe dam- ._�-- ? 2 57
<br /> trs hra> .�,>n�otYtt
<br /> ? Stye 1,Ii `.�1.+QIl ?7-000 -._ �1��10. � 7 -�►2_ ' -�-- -
<br /> ���*u+reta3 �b '1!�►Yfdii�_. ; }-- --3--+�. - t - .a
<br /> =�148.t2- 4a.�o ,.. 148 .i�s2 �_. . _ ' .`
<br /> �ntet� iR:hoist ahaft_�_ _ _____ _ _ Z 4$ 00 I . i?_ --- 45. �3 _ : _ 5a750 � 5A750
<br /> 00r 00 25
<br /> - -9 `Ke4 �'+� _� !91 .-_ QI#t_ . _ 116t. g.$28 4 7 g,g2 }- �_
<br /> _ __ .� _.+ h.00 .00; ,�- 4,600 ~i .00
<br /> _
<br /> rete i - - 4 _
<br /> _ --_B40 c ${► � -_ _- 2.8.8 _ 2.00 I 14 Q84P - 3, I
<br /> 45..fl0� 00
<br /> i
<br /> 11 F'urtislti>xand handli S°� 9 600 bb1 4.60 46 080 80 46 090 ._
<br /> j - . n- _ _ �4' ►r'!' _ _'_._�_ - - -- -� _1,298,OQ0 2b 0.05 _._.:.63A904- -0.451 -65,900. --=0.1 . ._ _ 127+,800 Y 0.03 W 0.03 38 340 - 4a}6� ; 983*90 . 680
<br /> 3 Coastruo't i nsea�=cee co;grete _ -.. Boo s 1 SSO is q_ 2 150 ' . is lid. ��
<br /> DL
<br /> fig._hoist-hc� -_ ' , _____ __...__. � is H00 1s 1 200
<br /> l0 Luntall _B foAt - sh teaad controls 154 00! lb- 0.07 10 ?80- L1.36 - S3 900.' 0.42 _ " 64-68Q ,-, _-- -{ ---__-
<br /> l6 Inatw2.33 +ac►uduit � __-_-_.,�_ _ -_ .--- , 0.03E 4 820 0.16 24 5l0 �.19 28 260
<br /> ____ _____._ , _ _ T__.. _ . _ _ __�___._--A_. _ __. _.i __.... __-_-- ,.__ - .
<br /> i t>Ier 72 000 Ib 0.07 5 _---__
<br /> _ _ �r _ . . _ _ram_ _O.L2. 8 640 0•I9 - _ 13 .684 A Q.03 2 1�, . O.D6. 4 :LZO 0,09 6 480
<br /> e_ _ _._- ___ ____ .c..
<br /> " 18 Instaili. _ • .
<br /> -_ -- R r valves_controls. *to.tT ?3#00! lh 0.0? 5�llp 0,45 32�Bb0 0,52� 39 f960 0.0l► 2 920 0 40 29 200 0644 32 120
<br /> _. .. . - ,-
<br /> 17 Tnste�il3xagi 0 on trervelit>g-ear Xb 0.07 2 3kO _0�35 11 550 0.42 3 860 0.03 ,990._ 0.32 30 b60 0.35 : XI 5b0
<br /> _- r..a i
<br /> 18 tal tra c - - - -
<br /> --- - _+ '±! --Ymetalxorlc _ ---5700 2b 0.08 4-,136! Q.32 6 204 0.20 10340 0.05 ! _2tb85, i4 0.06 4' 13B �0. �3~ �g 721
<br /> 19 I>asta lIi 8*Yoot 6-inah net t . ._ r _ * ._ _
<br /> _ -_ _ - lb 0 OS 12�$2 0,1_7, 24,072 0.2b, 3b TWO 0.03' 4 240 O.U9 12,744� 0.1 Y6.991
<br /> ._ ��__ _oot HR sli_dee ate_atd
<br /> 2U T»Mlt�►lli Sw
<br /> _ - - -
<br /> aantrols �_ ___`._._- __ ____ _____�_ _ _-- - _-08 4{IS80 O.S6 M18,200 0.44 1 560' ©.'1 `-� �60- _ . 6 - . 8 3�i6
<br /> ll. soellaneous meta # �-
<br /> - _
<br /> rY __ ^_ __Z,000 b 0�25 500 ,Q�15 300 0.40 800 0015 300 �----1 0.1$ 300 0. 600
<br /> #a► i oa conduit. aax>Vduatnrs. a `°*-__ sum s s 1 7 ? 1 _ 2,a7S0ls 600is -
<br /> sut +rivet
<br /> __ - _ , _ - -
<br /> _
<br /> F tT*t snrk■
<br /> _-_ _ -t
<br /> aQ 5, _ 244
<br /> _- _._._ :$ $ ._w _ IO, 3,048,008 _ . .. pia 06 06
<br /> Conti en.aies 2','.
<br /> I I
<br /> Sulstat, l - - 6,636,055 - - -
<br /> Investigations & Engineering - 14% _ _ _ _-- _ -_. _929,325
<br /> rsinistrative &: General expense - 2 132 760 - -- -- - -- - - -
<br /> _ __.--
<br /> Subtotal
<br /> 1
<br /> r
<br /> ''TOTAL - Coat revised to Jan. 1949 Index (factor 1110) __ -_ _____.-- ---._____.------___-- .-- ----_•- _- --_---_ -__-_ 8,470,1� --_---- __ -____ ___
<br /> Modification of out
<br /> et works � - --- 150,000 _
<br /> TOTAL COST - Twin Lak s Dam _. - _ _ _ _ _ ___ ___ ------ - ---_#8,620,15Q
<br />
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