RES 1997-3496 - Sewer perchase agmt with SID 241 4 1
'� OnAAHA,NFb 1:ECEIVEF✓
�.� ���,s� Public Works Department
ram. ..o '' ry Omaha/Douglas Civic Center
i�`ij fRt 12: G / 1819 Famam Street,Suite 601
��' i-- _ 1' December 2 3, 19 9 7 Omaha,Nebraska 68183-0601
° '� �`'__. ' `. °`"' (402)444-5220
PA ti T �' 's "�'` Telefax(402)444-5248
4. TFD FEBRVOMAHA p r s ?
Don W.Elliott,P.E.
City of Omaha Public Works Director
Hal Daub,Mayor
Honorable President
and Members of the City Council,
The attached Resolution approves the Sewer Purchase Agreement between Sanitary and
Improvement District 241 of Douglas County,Nebraska and the City of Omaha. S&ID 241 contains
the subdivision known as Pheasant Run and is located southeast of 156th and "Q" Streets. The
Agreement covers the purchase of the District's interceptor sized sewer line.
The City Council approved, on February 9, 1988 via Ordinance No. 31435,the Sanitary Interceptor
Sewer Master Plan for the South Branch Papillion Creek Watershed. A section of the plan pertained
to the purchase of the sewer. The attached Agreement is in conformance with the plan. The
purchase price is $392,984.17, which the City will pay for from the South Branch Papillion Creek
Interceptor Sewer Fund No. 132.
The Public Works Department requests your consideration and approval of the attached Resolution
and Agreement.
Respectfully submitted, This action has been reviewed and found to be
in conformance with the Master Plan.
.---7- 1
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/2l 1417 . -- 1/. " 177A-----
Don W. Elliott, P.E. Date Robert C. Peters Date
1 Director Acting Planning Director
Approved as to Funding: Referred to City Council for Consideration:
2 \ ), . 1 �, �7
Louis A. D'Ercole ate( Mayor's Office/Title ate
Finance Director
P:\PW 1\3485.PJM
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SEWER PURCHASE AGREEMENT
SID 241
AGREEMENT
THIS AGREEMENT made and entered into by and between the City of
Omaha, a Municipal Corporation of the State of Nebraska (hereinafter called
"City") and Sanitary and Improvement District No. 241 of Douglas County,
Nebraska, a Sanitary and Improvement District of the State of Nebraska organized
and existing under the laws of the State of Nebraska, (hereinafter call "the
District"), this 14th day of October , 1997.
WHEREAS, the City has performed and approved a study, being the South
Papil!ion Creek Outfall Interceptor Sewer Study (hereinafter called "the Plan"),
which plan has recommended the purchase of the interceptor sewer line built and
owned by the District.
WHEREAS, such study recommends an increase in the Interceptor Sewer
Fees in order to help finance such purchases for the general purpose of reducing
the overall total number and amount of sewer connection fees which must be paid
for the development of new properties; and,
WHEREAS, City and District, having discussed the same, have agreed that
City desires to purchase District's sewer line and District desires to sell the same,
all in accordance with the terms and conditions herein contained.
NOW, THEREFORE, IT IS AGREED BY AND BETWEEN CITY AND DISTRICT
AS FOLLOWS:
1 . District agrees to sell and City agrees to buy the District's sanitary
interceptor sewer line, more fully described on Exhibit "A" attached hereto and
incorporated herein for the present total sum of $392,984.17.
2. Payment for said sewer line shall be made as follows:
Payment of $392,984.17 shall be paid from funds on hand in the
Interceptor Sewer Fund upon the execution of this Agreement.
3. Upon the execution of this Agreement, title to the sewer line
described on Exhibit "A", heretofore belonging to the District, will vest in the City
and the City will assume all rights and responsibilities attendant to ownership of
said sewer line and will have the exclusive right subject to whatever limitations
exist at law, regarding connections to said sewer line and its operation and use.
4. District makes no representations concerning the physical condition of
the sewer line hereby conveyed and makes no warrantees concerning the physical
condition of the sewer line or its fitness or usefulness, and City hereby
acknowledges that it is relying entirely upon its own examination or knowledge of
said sewer line coupled with the original certifications concerning said sewer line
made by registered professional engineers as independent contractors.
5. Conveyance of the district sewer line includes conveyance and
assignment to the City of Omaha of all easements and other real property rights or
interest acquired by the District for construction or, maintenance of the sewer line.
The District does warrant to the City that all of said easements are, on the date of
this conveyance, held by the District in good and marketable form for the
reasonable and adequate use and maintenance of the sewer line subject to all •
qualifications, defects and limitations of record and further that the District has not
sold or encumbered said line or real property interests prior to this conveyance.
6. City and District agree that in performing this Agreement neither City
• nor District will discriminate nor allow discrimination against persons on account of
race, color, sex, national origin, age and religious or political affiliations or beliefs.
7. If the City's ability to collect funds in the Sanitary Interceptor Sewer
Fund, or the City's ability to pay the same to the District, become impossible ;to
perform, (but not due to any act of the City contrary to this Agreement), due to
any change in law or any decree of any court of competent jurisdiction, then, the
City will be deemed to be the equitable owner of that portion of the value of the
sewer line (as that value is herein established), actually paid by. the City (and not
ordered refunded by any court), and the parties hereto shall, upon the occurrence
of such a contingency: (i) attempt to reach agreement concerning an equitable
distribution of any sewer connection charges or user charges due and payable on
account of connection to, or use of, said sewer line and (ii) it is agreed that the
City shall have an option for paying the residual value of said sewer line (being the
balance of funds due the District under this Agreement) by whatever other lawful
means City can secure to discharge the obligations of this Agreement.'
8. In the event any condemnation proceeding is brought against said
sewer line after the execution of this Agreement, City shall have the right to all
proceeds or award, whether negotiated or the subject of condemnation
proceedings under the supervision of the courts, but no such transfer by eminent
domain or the threat of eminent domain shall in any way relieve the City from its
obligation to make the payments provided for in this Agreement.
9. Funds will be deposited to the District Construction Fund as required
by State Law. The funds will be accounted for separately and the records
maintained by the Board of Trustees in the District's annual audit. The District
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shall determine the most appropriate use of such funds, but agrees to the
following general prioritized use of the buyout funds:
First Priority: Funds may be used to retire any existing construction
fund warrants pursuant to law.
Second Priority: Funds may be used to retire outstanding bonds that are
in a callable status when such a call would be in the best-fiscal interest of the
District as it relates to net interest differentials on investments vs. The District's
bond interest rates.
Third Priority: Funds may be deposited in the District's Construction
Sinking Fund, invested with other District funds, and then used by the District to
pay its annual Construction Fund debt service on its outstanding bonds.
SANITARY AND IMPROVEMENT DISTRICT NO. 241
OF DOUGLAS COUNTY, NEBR
ATTEST: B
WITNESS CHAIR
Before me the undersigned notary public personally appeared Sharon Justsen
as Chair and Steve Hempel , as Clerk of said Sanitary and Improvement
District No. 241, and acknowledge the execution of this Agreement to be their
voluntary act and deed and that of said Sanitary and Improvement District.
)&uki'/-16(4
NOTARY PUBLIC ! o //g /' 7
�GENERAL NOTARY-State of Nebraska
My commission expires R 1D RICHARD C.GORDON
9• %; : My Comm.Exp.Oct.18,19R—
CITY OF OMAHA, A Municipal Corporation
. rqZ.6t14'
ATTEST: BY
. e
CITY CLERK - MAYOR DATE
APPROVED AS TO FORM:
ASS'T, CITY ATTORNEY 3'
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CC Building Cost Index history, 1914-1996 I.
0 • ' How ENR builds the index: 68.38 hours of skilled labor at the 20-city average of bricklayers',carpenters'and structural ._
0. ironworkers'rates,plus 25 cwt of standard structural steel shapes at the mill price,plus 22.56 cwt(1.128 tons)of portland
W cement at the 20-city price,plus 1,088 board-ft of 2 x 4 lumber at the 20-city price.
; i Monthly index Annual :.
I. Annual average Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. avg.
• :: 1914. :92::;.-1935:;166?_:1956 491. ;:;1977-,'1489:°;1499 1504; 1506_;1507.;1521:.`-1539 1554. 1587- 1618,i,1604 :,1607 .:1545
a 1915=` 95. _1936 172 7 1957. 509 - :1978 '1609•-1617.{;1620 1621 -.1652>,1663',1696 1705 1720 1721 s 1732 1734 - 1674..
O ' ., 1916..131 _1937 _196-_•1958 525 �:1979 :1740�_1740;,1750 1749 1753. 1809 4;1829 1849 1900rr1900 1901?1909,E 1819
U " 1917 167 -.:1938 197=:.1959 .548 -r:...; 1-t .: r; s • l�{':-'•.'.;:.`. .::, y•i tF\.. :
1918 ,_159 1939;-197;5 1960 ;559 � '-.1980 `;1895-.1894. 1915 1899-1888 1916 1950 1971 11976 -1976 '2000 2017 .1941
• u }, T .a-1919....159. .1940- 203 , 1961.' 568-:1981,,r2015:'2016 ••2014„2064`:2076-2080 r 2106. 2131 `2154 t.2151 2181 2178 t' 2097
-'1; :,1920.:207 1941.,211.E 1962, 580 '1 1982y'.'2184:f2198;;:2192`.:2197 2199:12225 ;2258 2259:'2263:22621,2266 •2297,. ,2234
!' J ' -;;-1921 '.166 '1942'�222'"`1963''z: 594' `;1983':'•2311 2348 2352 23472351 2388`,2414'`2428'2430'.r2416'2419'2406'';'i2384
G 1922*155 , ,..1943 229 '-1964,:.•612 -1984 -2402•:2407 2412 .2422 2419 2417-'2418'.2428 2430 2424`.2421.'2408 r'2417-
A _ r .` Y �•yti:.r-:--+ } t «' s �•(,-r,R.
�. W= ::; -, 1923 186' ':1944 235 ,_1965 '�627`��,•-�:.`•�� f :a . >'. -:1 �'� �::�:;:--.,^::s•��:?;z�:�°�uM�nf,.�7 „-; ..._ tF :�,;,��.•�:•..
., -21924 •186• ` 1945 239 -1966:-650-.0 1985 T- 2410 2414 2406. 2405 2411;2429•;2448=2442.i;2441 =2441 2446 2439 -2428-
-F - :1925..183; { 1946 262`1L=;1967,o 676 s:1986��i 2440 .2446:i2447,.2458 �2479 2493;;2499'249842504 F2511,;2511-2511 .,2483:
1 •" --1926 185' ':1947 313 1968' 7214-1987; 2515'%•2510?.-2518`2523125241'2525 2538I2557iL2564 _2569*2564 2589 L 2541
1927 186: . 1948 341.L- 1969 ,�:790•_ `1988: .2574 '2576 2586;..2591 Y 2592,2595 2598_-2611=2612'',2612 2616. 2617 t 2598
- Q ;� .'•1928 •188. -.1949 .352';"•':1970 4 836 '.•1989 y 2615,;i2608 2612''2615 2616`,2623 r 2627 2637;2660:'2662 2665`2669 _;=2634
1"� ".1929 M191, 1 1950 375 -=1971 ,948;;� ' ;;r,f'a;r-;;r 4.- Y> �:: w 1 t- ,_
ff •:r_1930 z185 1951 401 i'.1972 1048 ' -'.1990. 2664.:2668 2673 2676 26911.2715.:-2716 2716'2730,2728:'2730 2720 s 2702
•• i O • 2 1931 -168- 1952 sf..416 .197371138 .1991 ,.2720 2716 2715-2709 2723 2733'2757. 2792:=2785.2786 2791_2784 j 2751
li I! -s;1932 :131,` 1953 431 1974 1205 ..1992 t_2784:,2775`2799:2809 2828'=2838 2845:2854'.2857'2867:i 2873 2875 7z;2834
jl. (n 1933 148 1954 446 1975:1306 1993 :;2886::2886'2915 2976;3071_3066 3038.3014`3009:3016_3029 3046 ':2996
1934 167 1955 469'r 1976 1425 `1994","3071.',3106:3116.3127.3125'3115-'3107:i:3109:3116 :3116':3109 3110'',.3111
Il� :•: -. t 1 . •�, ,:1995; 3112=3111;.•3103 3100 3096._3095 3114 3121 3109 3117 3131 3128 �•:3111
]( - ease 1913_io0 e7.�# ti '- ,. .,,�.�1996.'3127u3131 „-3135 r�. a�'� , .;<r,.,w' f f�.s2;
6 •a f 7
4:2
of the index total. The opposite oc- 9% for lumber and 1% for cement. In times when productivity is low,the
. curred in 1969 when labor costs in- The shift was less dramatic for the BCI, selling price of construction, repre-
creased 14%while the materials corn- which today is: labor, 61%; steel, 20%; sented by the final costs of structures
•
ponent eked out a 1.7 % increase. lumber, 16%; and cement 3%. in place,will be relatively higher than
In the original CCI, the components Both the CCI and BCI are not adjust- the ENR index.At the other extreme,
• : -•- were weighted at 38% for labor, 38% ed for changes in productivity, man- when productivity is high and bidding
for structural steel, 17% for lumber agerial efficiency, labor market condi- competition is sharp-such as in a re- -
: and 7% for portland cement. Since dons, contractor overhead and profit, cession-the selling price of finished
•_ ' • " 1921, the shifting tide of inflation or other less tangible cost factors.How- construction will generally fall below
1 changed the weight of the CCI compo- ever, the indexes can be used to get a ENR's materials and labor costs. o
?' nents to 78% for labor, 12% for steel, fix on these intangibles. By Tim Grogan
.E Construction Cost Index history, - -
How ENR builds the index: 200 hours of common labor at the 20-city average of common labor rates,plus 25 cwt of stan-
dard structural steel shapes at the mill price,plus 22.56 cwt(1.128 tons)of portland cement at the 20-city price,plus 1,088
k° board-ft of 2 x 4 lumber at the 20-city price.
; Annual
Annual average Jan. Feb. Mar. Apr. May June July Aug. Sept Oct. Nov. Dec. avg.
.-':,.-1907.101-__;�.1930;'203: 1953:=;600 1976:t`2305;2314::2322 2327:2357.`2410'2414-2445,2465�=2478'2486 2490=-:2401
%r 1908 `'•97:- 1931. 181 y 1954 628:7'w 1977- 2494;.;2505 2513:`2514;.2515_;2541.°:2579;2611;72644;,=2675 2659=2660:*,i:2576 -.
•, 1909 e.91_7,:u-.1932 157 a 1955 .660 ;.1978 2672';26815-2693;.2698 .2733 ,2753.2821 2829: 2851:,2851,d 2861 t 2869 =�2776 t
;:1910. 96 .,1933;4170 -1956 692€1979 2872 2877 2886 2886 2889 2984 3052 3071 3120,•3122.`.3131 3140 3003•h-
r:1911 i.93' s:1934-f 198 1957 r;724 1., Y; t -t ' :;, .. f =- '
1912_.'91�...'1935 196'_=,,"1958=.-759_:;-1980='.3132`3134;3159_3143'_3139 3198_3260 3304.,3319 :3327_3355 3376'35'3237'
.•1913_-:100•.-'�,:,1936-206==-1959 =797,- `1981- 3372';3373: 3384=`3450=3471 if.,3496'13548.3616•'3657`-3660I-3697-3695"--3535
:" ;k_1914-1=89 z .1937,- 235 31960 -824:'.'.'J1982 _'3704 3728-:3721::3731 3734•i'3815 .3899_;3899•;;3902;:3901r.3917 3950,f:3825.
1915 >93. 1938 236 1961.,:847;:-+1983 :3960`4001;.4006.4001•::;,4003;:4073'.4108 4132::4142.4127"-4133;4110 ;�,4066 V.
-.1916 130-``'1939` 236 1962..;872 1984:-`'4109''4113'-4118 4132 4142'4161 4166 4169 4176 41611 4158 4144-4;4146"'
• '''1917k'_181 Y--1940'242'<`1963='901 '= 9y t' -F"-`'w'?_'-4??`�'' ' -• l' j �L �!t'P• rris.iil •-4_.•!i:?-ir3:'-f1tida�r: 3"
' 1918: 189-;'i 1941-.258'="1964 936 7-1985'`4145.4153 4151 .4150=4171.4201:74220 "4230-•4229-`4228'4231:4228 a;'4195`'
::1919 198-_-__1942. 276 -1965:,.971. :':1986 4218 .4230 .4231..4242 4275 4303-:4332 4334:.43351.4344.:4342 .4351: 4295
..-;1920.,251.:.;:;1943-290•-::-.1966 .1019;-1987.:.•4354 4352 4359. 4363,:4369.:4387;4404;4443 4456'..4459 4453-4478. ...4406 ,-
1921 .'202':' 1944,`299:" 1967.=1074.; 1988-:"4470.4473 4484_4489.4493"4525:4532-4542 -4535 4555-;4567"_4568;"'4519---=
- • , • `1922 174 •`1945 308•' 1968 1155'"t1989':4580',4573 4574:4577'4578 4599 4608 4618 4658`:4658- 4668 4685 :•4615 -
•:.1923 •214 , 1946=•346 - : 1969 1269 : -= �r ..i; :• - -'
. -'_1924 :215 :1947_;413-;-:-;1970 1381:i.1990 4680 4685 4691:4693. 4707 4732-4734 4752 4774;4771 :4787-4777 -7.4732
`r, :- 1925 ..207, 1948_Z 461 =.':1971.:1581 .•.'1991 4777•4773 4772 4766..4801 4818..4854 4892:.4891..4892-4896 4889- =4835 ;:
1926 208 - 1949:-477 1"1972:1753- 1992-'•4888 4884"4927 4946 4965 .4973'4992 5032 5042 5052-5058 5059 4985
r 1927. 206":'•,1950'510'.1973 '18' ' 1993.. 5071 -5070 5106. 5167. 5262-5260 5252 5230 5255.5264-5278 5310 5210 •
1928 207 1951.-- 543 - -1974 2020 1994 5336 5371 5381 5405 5405" 5408 5409 5424 5437 5437 5439 5439 . 5408
: 1929 . 207 .-1952. .569. _ 1975 12: 1995 5443 5444 5435 5432 5433 5432 5484 5506 5491. 5511 5519 5524 5471.
.- 1996 . 5523 5532.5537. , .:.
Ease:1913=100
,
- 72 ENR/March 25, 1996
.. f. --..,�.''_:"':......-..-'�->�:.�-.-.F:...:-„'.�--�-., -qz-.n - __' � - ENR/March 25, 1996"'__._-r--
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CONSTRUCTION ECONOMICS '
• 1 F a, INFLATION'S PULSE ; =x Brick and Blocks T x m1,
' '�®CDnstrucUonCostlndoxtaBulldin'gCostlndex . ..t• :,f. •• ,t t e + t , fib;
i:',.' .,
12 _ '• prices stack up , e ae•1^:xit` .
1.o .. , r ,t.:... ;nA r� �,
1 Brick prices held steady during 66 •' '•' i F-..}}n t ,ac 1tta��lcx, . : •- .? % 1! •
�el ,, '''�� a
t=os Kr- r ----a the month after a string of -- -_--= "'•'`
g0° .. J •increases that pushed prices \ ` °4 , • ;g • . 1R{ •J..... !q. ,�
r- 02 a • 6.5%above 1996's level. ' . . I
x .y IA F` z', A ''•M J i J yz�X ` g r. Concrete block prices made ;1 � _• ', mh •, `1.;t .'•"Y 1
• rL• -modest gains during the k�` • ;. � 1� -.-• ze
i.�rnlL, �,. .�.an•�Y-y�•. 'F• u+- C"gfgt',iat'e` ,'"Eu•....,�' -
•
'' ' _s _ _ _ _ ..' month,with increases ranging Q,1,..„, _:. ,,
from 0.2%for 6xSxi6-in. , �I: p
,' a 2A block to 0.4%for 12 x S x 16 in. 0.2 ,v p z` ,F441
rti.,. �1 -Z yr, •'3�..
o • _ The latest increases raised , • p, i A
_° L- J. „F. M'r' A gs4'rM rms.ssJu .At-fe..$alta o* annual prices hikes to between - • .>:r.'.. P. .
'. Sourde:ENR Conshvetion Economics De 7 `, el z: 4 ~d` . Y. x _ ..� pL ndexes from 8/98 m 3/9 have been L .z �� M j
.r.�;t revtsed.The Septem ermonthije%ch-g.Js�",-0:1%forthee CoI"and 0296:for`.tfie 801 2.2 and 3,4%. ;_ .• •' -.t, „w_ ,7.,:e 4 yi .
. ti INDEX REVIEW - 20-CITY AVERAGE £sii
'."r y is 1. Yr • atwkw 7.:p YEaSK 7Au a F `3.-,,..YRaor.ox 'n-lnie+w.ii%7t.c:,. f
r p„zs`y F ..a}rt�rCONSTRuPPI!COS[fp*Epn'E�ILIto N6 COST; `„J.lawO WAGESY B0141"WAGE4.06 Unf PRICE %CHB.MO.%BH&YEAR �tr.
1•'+(a ��BASE YEAR , ,;1913. a `196T S;v 1j1913". '-1961 R,t i913'7f1967 4 1913E.PP196T j; ASPHALT paving,AC 20 ton 130.57 -1.6 +9.I
? 1996 JULY 5617 29 522.95 3190.20 472.21 5075 509 11456 562 cutback,MC800 ton 179.72 .-0.7 +6.3 {^
r•.i e.,.* 3;+" AUGUST.*."'. 5651.65 52 .V4 1_3217 Z6 476z9'77.z s,1P0 5t2_• 1:1509 '45840":$i - emulsion,rapid set - . .. ton .. 148.57 +o.t'• _=+8.6 .
`1•- � '� s '•"`�•'= slow set ton 151.11 +1.0 +7.8 ��'�
'K1? SEPTEMBER 5683.31 529.09 3246.43 480 53 5133 515 11539 566 a •c`'
7 Q, �{ _ T ,r.- PORTUIND CEMENT type one ton 75.79 +0.1 +2.7 t-4 t•
+�� r ;1,,OCIOiiEIT.kL571965A�x53247«r,32$43f2 48614, 53160f517, t.11tlicit,967? . MASONRY CEMENT 70 lb.bag 'bay 4.59 +0.5 +1.5 ''• 1
I r rt,:r NOVEMBER 5739.90 534.36 3303.97 489.05 5164 518 11568 567 GRAVEL 11/2"down to 3/4" ton 9.96 +0.2 +1.7 S
h ,DECEMBER 5743.76 =..53a 721 g33112 490 12 YW.' 51.77,'.,519 r t t572 567+ 3/4"down to 3/8" ton 9.45 +0.1 -4.4 i
'11 CRUSHED STONE base course ton 7.03 +0.4 +3.9 Ifs
1996 AVERAGE_ 5655.15 523.56 3202.82 474.07 5083 509 11444 561 .z+-r
•rf r ' ,.•••••,� c z rra> . .,-.e.. �..-s71.•. concrete course ton 7.77 +0.3 +3.3 •hey
- '1nt•anNUARY,1^-+5764.81 536.68w 3332 27 493 24 5177...519 ;'11572 .567,'� asphalt course 'ton 8.54 +0.3 +0.8 �
FEBRUARY 5769.11 537.08 3333.13 493.36 5177 519 11581 568 SAND concrete ton 6.51 +0.3 0.0 `+i
f-.._... .__ r" t
r.
at7 MARCH : �1'75758.52��,536.1)<! 3322.76�-91 83 � �5179�519;1. 11582n 566 ''-'., masonry ton 7.47 +0.3 -0.5 �.,;n.•
� CONCRETE READY-MIX 3,000 psi62.18 +0.1 +3.8 rt
APRIL 5796 56 539.82 3364.13 497 95 5182 519 11582 568 cy a:
i.... rrcr,-c. --rsr.. _ -:.. - - ,r.-•-r. vrr. .,r <r-,•a 4,000 psi ,cy 65.50 0.0 +2.9 •! `a'•
• en •_ .._>.MAY - 5837.18.l,543.41.-.33777 17�499 88 5203�^•522 t 1670,x 572. t • , ,•"r• ;,
? ,� 5,000 psi cy 69.18 0.0 +2.4 ft, .E;
DUNE . _ _ STANDARD MODULAR BRICK M 284.88 0.0 +6.5 s5 f
.'JULY •<'�,a s 5862.91_� 545 81 s.3391-8- 502 06--5231'�•b244'.:.! 27 7 =.r575"�i't 't"`,,,
,., CONCRETE BLOCK s
AUGUST 5854.03 544.98 3384.99 501.04 5263 528 11753 576 heavyweight 8"x 8"x 18" C 97.45 +0.2 +3.1
£ -+ce SEPTEMBE R 5850.69 3 544 67�n 3378 45 500.07+t 5267 528 _11766?i�.'5 7 lightweight 8"x 8"x 16" C 109.68 +0.2 +2.2 i„� �•.
12"X 8"X 16" •- C 157.29 +0.4 +3.4
OCTOBER C 5847.99 544.42 . 3372.26 499.16 5280 529 i 11788 y578 C +�
- • MASONS LIME ton 168.93 +1.7 +2.8 •4 ^,
4-1
•
t:•' : ASPHALT, CEMENT, AGGREGATE, CONCRETE, BRICK, BLOCK, LIME CANADA 1
fTFM UNIT LOS ANGELIS MINNEAPOUS NEW ORLEANS NEW YORK PHIIADELPHU PITTSBURGH ST.LOUIS SAN FRANCISGO SEAM! MONIREAL TORONIO ti, Tom;.
ASPHALT PAVING,AC 20 ton +130.19 120.00 100.00 -153.00 -125.00 140.00 ' 125.00 +132.12 132.00 250.71 190.00 ;n=. . .
cutback,MC800 ton +176.11 180.75 +171.50 228.95 :-204.85 168.70 195.21 +179.10 157.00 262.11 345.00 ;,;.•
` :.<;, emulsion,rapid set - ton +146.58 120.50 122.00 168.70. -168.70 156.65 144.60 +150.94 +114.00 343.02 230.00
' -':r�" slow set ton +146.58 120.50 • 122.00 ' 168.70 +192.80 156.65 144.60 +150.94 +114.00 353.28 • 230.00 • I
PORTLAND CEMENT type one ton 74.11 74.00 70.00 70.00: ' - 70.00 77.86 72.72 - +77.10 +77.20 155.82 146.08
`i- MASONRY CEMENT 70 Ib.bag .•-. bag•,-:: +4.64•-- 4.17. -• :4.50•r:.,> 3.80. ;:;is 4.85.;' 4.62 .•.r 4.20 .' +5.30 +5.10 '..;4.96. .: 5.60 • fk �;
�c;n, - GRAVEL 11/2"down to 3/4" ton• 9.92 9.25 . 9.75 : 12.30 :. . 8.00 12.70 ' 10.00 +11.01 +8.02 • ' 7.12 8.25' .:c '.•
3/4"down to 3/8" ton 9.75 9.25 9.85 12.30 9.50 14.50 10.25 10.11 +8.02 7.69 8.25 _.',, •
'•-•`. CRUSHED STONE base course ton +7.25 5.10 7.00 23.00 6.95 6.25 3.60 +7.61 +7.60 6.27 8.25 sL-.::i
.•.'.c._ concrete course ton 7.55 5.00 7.50 20.00 8.25 7.25 5.50 7.90 +7.60 6.84 9.80 �:.
asphalt course . ton' . 8.25 5.00 8.50 , •• 17.60.. • 9.65 ' 11.80 5.50• 8.60 +7.60 6.55 . 9.804. {
;+;'
. >.r'' SAND CONCRETE ton 6.66 2.90 6.50 . --- 5.75 10.65 10.25 7.01 +6.15 21.65 6.00
masonary ton 7.25 5.35 7.00 --- 5.95 11.40 10.25 7.45 +6.15 21.65 4.25 -' -'
CONCRETE READY-MIX 3,000 psi cy -61.52 70.95 60.00 54.00 62.00 62.00 61.50 +63.84 60.00 139.60 117.00 ..'
4,000 psi ' ,
p cY 63.09 74.75 64.00 58.00 64.00 65.00 64.50 64.57 66.80 151.00 126.00 z.,
• 5,000 psi ey 65.19 78.55 68.00 63.00 67.00 73.00 67.50 66.48 68.00 135.25 :::
.•E STANDARD MODULAR BRICK M +278.33 430.00 240.00 380.00 380.00 190.00 225.00 +280.19 +402.00 365.00 350.00 t'?
rc o CONCRETE BLOCK heavyweight •
8"x 8"x 16" C 93.92 108.00 125.00 74.00 71.00 95.00 91.00 94.56 +132.00 169.00 162.00 "' r
o %.+i
• 4 lightweight 8"x 8"x 16" C 105.27 146.00 125.00 87.00 85.00 120.00 100.00 106.34 +132.00 307.00 196.00 .:";
E 12"x 8"x 16" C 150.82 196.00 208.00 124.00 128.00 161.00 131.00 +151.94 +204.00 -459.00 293.00 •r 4,,,i;;
o MASONS LIME ton 160.46 198.00 -•- 190.00 174.00 121.00 +224.00 • 162.34 +101.60 ' 232.00 188.15. -
•
m (continued from p.47) concrete course,114"through#4,washed;asphalt course,It"through#4,unwashed;concrete sand,2NS medium clean;masonry sand•2NS One clean;brick,local,
o SW,0216;Concrete block,2 core.All quantities are truckloads unless noted.Quotes for Montreal and Toronto are In Canadian dollars and metric units(tonne,cu m).The above prices are not
. 0 Intended to represent the prevailing or average price In a city but are designed to track price movement from a single source for a given product quantity and specification over time.
48 ENR/OCTOBER 6 1997= - •
/�
L
c'ZSA CITY OF OMAHA
LEGISLATIVE CHAMBER
Omaha,Nebr December 23, 19 97
RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA:
WHEREAS,S&ID 241,containing the subdivision known as Pheasant Run,located
southeast of 156th and"Q",wishes to sell its interceptor sewer to the City of Omaha; and,
WHEREAS, the City Council approved, in February 9, 1988 via Ordinance No.
31435, Sanitary Interceptor Sewer Master Plan for the South Branch Papillion Creek Watershed; and,
WHEREAS,the study included the purchase of S&ID 241's sewer line; and,
WHEREAS, the City has purchased other Interceptor Sewers using an established
formula for calculating worth; and,
WHEREAS, S&ID 241 has agreed to the calculated price of$392,984.17; and,
WHEREAS, a Sewer Purchase Agreement has been prepared setting forth all the
provisions mentioned above.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF OMAHA:
THAT,the Sewer Purchase Agreement between the City of Omaha and Sanitary and
Improvement District 241 of Douglas County,Nebraska,as recommended by the Mayor,providing
for the purchase of the District's interceptor sewer and authorizing the Finance Department to pay
$392,984.17 to S&ID 241 from the South Branch Papillion Creek Interceptor Sewer Fund No. 132,
is hereby approved.
APPROVED AS TO FORM:
97
S ST Y ATTORNEY DATE
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