HomeMy WebLinkAboutResolutions - 1977.10.11 - 13343October 11, 1977
RESOLUTION NO A197
BY:
IN RE: GABLER DRAIN
TO THE OAKLAND COUNTY BOARD OF COMMISSIONERS
MR. CHAIRMAN, LADIES AND GENTLEMEN:
WHEREAS, proceedings have been taken by the Statutory Drainage
Board for the construction of the Gabler Drain under the provisions
of Chapter 20 of Act No. 40 of the Public Acts of 1956, as amended,
pursuant to a petition filed with the Oakland County Drain Commis-
sioner; and
WHEREAS, the said Drainage Board by resolution adopted on
September 14, 1977, authorized and provided for the issuance of bonds
in the aggregate principal amount of $1,175,000 in anticipation of
the collection of an equal amount of a special assessment against
the Township of Avon, said special assessment having been duly con-
firmed by said Drainage Board; and
WHEREAS, said bonds are to be designated Drain Bonds, are to be
dated November 1, 1977, will bear interest at a rate not exceeding
and will be subject to redemption prior to maturity in accordance
with the provisions of said resolution; and
WHEREAS, said Drainage Board deems it advisable and necessary
to obtain from this Board a resolution consenting to the pledge of
the full faith and credit of the county on the aforesaid bonds; and
WHEREAS, the said drainage project is immediately necessary to
protect and preserve the public health and therefore it is in the
hest interest of the County of Oakland that said bonds be sold.
NOW, THEREFORE, BE IT RESOLVED BY THE OAKLAND COUNTY BOARD
OF COMMISSIONERS:
1. That pursuant to the authorization provided in Section 474
of Chapter 20 of the Drain Code of 1956, as amended, the Oakland
County Board of Commissioners does hereby irrevocably pledge the full
faith and credit of the County of Oakland for the prompt payment of
the principal of and interest on the said Drain Bonds, and does agree
that in the event the Township of Avon shall fail or neglect to
account to the County Treasurer of the County of Oakland for the
amount of any special assessment installment and interest, when due,
then the amount thereof shall be immediately advanced from County
Funds, and the County Treasurer is directed to immediately make such
advancement to the extent necessary.
2. That in the event that, pursuant to said pledge of full
faith and credit, the County of Oakland advances out of County Funds,
all or any part of said installment and interest, it shall be the
duty of the County Treasurer, for and on behalf of the County of
Oakland, to take all actions and proceedings and pursue all remedies
permitted or authorized by law for the reimbursement of such sums
so paid.
3. That all resolutions and parts of resolutions insofar as the
same may be in conflict with the provisions of this resolution be
and the same hereby are rescinded.
R. CHAIRMAN, on behalf of the Planning and Building Committee,
I move the adoption of the foregoing resolution.
PLANNING AND BUILDING COMMITTEE
Yr. x 8%)
66,862.10
26,250.00
8,750.00
900.00
33,318.50
7,938.00
100.00
,6,675.50
3,000.00
3,000.00
2,500,00
331.33
1,334.67
94,000.00
95,960.13
$ 1,254,002.13
GABLED DPI IN
RF,VTED COST ESTI'IATE
1. Construction
A. Construction Estimate
B. Built by Star-Patt'A
$ 829,925.50
71,156.10 4 901,051,90
$ 53,862.10
6,000.00
3,000.00
4,000.00
2. Engineer's Design Fee
Resident Engineer
Soil Borings
Soil 4 Material Testing
3. Inspection
4. Staking 4 Layout
S. Publishing
Oakland Press 4 200.00
Michigan Contractor 4 Bldr. 180.00
Bond 'Buyer 520.00
C. Rights-of-Way (including
cost of Negotiator)
7. Bond Counsel
8. Corps of Engineers - Section 404 Permit
9. Financial Consultant
10. C.P.A. for Bond Prospectus
11. Bond Prospectus
12. G.T.W.R.R. License 4 Inspection Fee
13. Drainage Board Meeting Costs
14. Act 347 Permit
15. Capitalized Interest ($1,175,000 x 1
16. Contingencies 8.2864%
Prepared by:
James E. Pemberton
Drain Office Chief Engineer & Deputy
August 24, 1977
*Pipe oversized by developer to accept flow of
Gabler Drain (reference: Board Minutes of 11/26/75)
COST CF OVERSIZING TO BE REIMBURSED
UNIT APPORT. SHARE OF PROJECT COST
Avon Twp. 93.70°6 $ 1,178,000.00
M.S.H.D. 5,27% 66,085.01**
Oakland Co. 1.03'J 12,916.22 *
100.00':, $ 1,254,002.13
**M.S.H.D.
Oakland Co.
expected to
make cash payment.
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APPORTIONMENTS
STATE OF MICHIGAN
COUNTY OF OAKLAND
TOWNSHIP OF AVON
5.27%
1.03%
93.70%
700.00%
7
11 1.j
GAE3LE R DRAIN
AVON TOWNSHIP. onKLnNo COUNTY, MICHIGAN
-- 4
))
B. M.4 NO PA-1—t1
—
•
_ oatiEWAN
ADOPTED: Yeas - Montan te, Moxley, Olson, Patterson, Pernick,
Peterson, Price, Simson, Wilcox, Aaron, Daly, DiGiovanni, Doyon, Fortino, Gabler,
Gorsline, Hoot, Kelly, Lanni, McConnell, Moffitt. (21)
Nays - None. (0)
Absent - Murphy, Page, Perinoff, Roth, Kasper,
McDonald. (6)
STATE OF MICHIGAN )
) SS:
COUNTY OF OAKLAND )
I, the undersigned, the duly qualified and acting County Clerk
of the County of Oakland, do hereby certify that the foregoing is a
true and complete copy of a resolution adopted by a two-thirds vote
of the members elect at a regular meeting of the Oakland County Board
of Commissioners, held on the 11th day of October
the original of which is on file in my office.
, 1977,
IN WITNESS WHEREOF, I have hereunto affixed my official signature
this 11th day of October , A.D., 1977.
County Clerk.
Lynn D. Allen
Telex: 23-5793
Phone: (313) 334-9901
CONSULTANTS
P. O. Box 1166 2300 Dixie Highway n Pontiac, Mich. 48056
August 23, 1977
Oakland County Drain Commissioner
One Public Works Drive
Pontiac, Michigan 48054
Attn: Mr. George W. Kuhn
Re: Bidders Qualifications
Gabler Drian Improvements
Ref: 3 & A File No. 5260-00
Gentlemen:
We have requested and received the "Bidders Qualifications" from the second
lowest bidder, John Carlo, Inc. After reviewing their qualifications, we find the
contractor, John Carlo, Inc. capable of undertaking the construction of the above
referenced project.
We therefore recommend to the Drainage Board for the Gabler Drain Improvements,
that the construction contract for this project be awarded to the second lowest
bidder: John Carlo, Inc. of Mt. Clemens, Michigan. The correct "Total Base Bid"
submitted to the Drainage Board by John Carlo, Inc., July 28, 1.977 was $829,925.50.
Very truly yours,
JOHNSON & ANDERSON, INC.
William E. McDonald
Vice President
cc: 0.C.D.C.
Attn: Mr. J. Pemberton
NISP
Main File
KSL/Field File
Page i o 4 Pate or Time o2oi
Letting: Ju!\.' 28, 1977 Letting: 1:00 P.M., EDST_ ,
Place el
Letting: Oakland County Offices, 1 Publ ic Works Pr. ,Pontiac,0
Consulting Engineers
i Project: (ABLER DRAIN
J6A Job No. 5260-00
' Location: Avon Township
Vito Trucking 6 [John Carlo, Inc.
Excavating 21570 Hall Road
, 4751 22 Mile Road Mt. Clemens, Mich.
Utica, Mich, 48087 48044
Hein Estimated Unit ' Item Unit Item
No. DeScHotion Unit - - .
uantities -/-1-ce Price Price Price
1. 78" - 0-76 Cl V in Tunnel L.F. 180 350.00 $ 63,000.00 $ 550.00 $ 99,000.00
3q8 2...._ 78",...--------- 1..-----4"' 100.00 34,800.0f 154.0 0 53,592,00 ,.
3. 66" C -76 Ci 11 L.F. 1 277 80.00 102 160.00 111.00 141,747.00 .
4. c-75 Cl HI I-F. 392 65.00 25,480.00 101.00 39,592.00
$. 54" C -745 CI TV L..F. ---77147----- 55.00 46,420,00 91.00 76,804.00
.6. 48" C-75 C) III (.T MII Struct,.,*.2 L.F. I -_-_,LELDD . 2, ,5(ILI.1)1)._ 71.00 .1,988.00
. 42,' -76 CI Ed L.F. 280 -u ) (1 )1 . ) '() ) 93T9 ) )1
, 3 " - I L.F.• 251 30.1111 7 ,530,00 49.00 12 299.00
9, 30" ,0-76 CI III L. % • 3(.00 1,140.00 54.00 2,052.00
1.0.,.,, /4" C-76 Cl IV L.F. 57' 20.00 11,560J)0 52.00 30,056.00
IILLLIP 1 6 Ga L.F. 48 50.00 2,400.00 22.00 1,056.00
12, 12'1 CMP 16 Ga L.E. 60 30.00 1,800.00 = 18.00 1,080.00
13. 18" 0 -76 C1111 L.F. 24 40.00 960.00 17.00 408.00
14, 12," C-76 Cl III L F 59 40.00 2,360,00 15.00 885.00
Li,___m,ailhsais_sttuavzt_u_o_j,_L_,ZAI_ 1 4,000.00 4,000.00 7,000.00 7,000.00
.1 4,500.00 4,500,00 8,000.00 8,000.00
37. Scial Manholes A .g.t B Ea. i 4,500.00 9,000.00 7,000_00 14,000.00
18. 66" Large Dia. Mil (Mu Teei' Ea. 4 2 S00.00 10 000.00 2,400.00 9,600.00
19. 60" Large Dia. MU (MR Tee) Ea. ) 0 2,5DO. 00 2,,0.00.00 2,000,00
20. 54" Large Dia MEI (MII Tee Ea. 2,000.00 4,000.00 2 200.00 . 4,400.00
11.. Standard Manholes Ea. 2 i 000.00 6,000.00 1,000.00' 3,000,00
22. Catch Basins Ea. 5 500.00 2,500.00 700.00 3,500.00
2.3. Inlet Ea.L_11,500.00 1,500.00 600.00 600.00
24. Precast End _Section_m_431_,EA, '1_ 500.00 1,p00.00 450.00 904.00
as Pr id . - .,.• ......t _., 1 500.00 500.00 350.00 350.00
26. Precast End 9 • o i 1 500.00 500.00 320.00 320.00
27. Metal End Section on 12 CMP Ea, 2 100.00 200.00 75.00 150.00
28, Steel Sheeting S.F. 300 15.00 4,500.00 15.00 4,500.00
29.Mono Slab Paving SX. 12.0 30.00 3,600.00 25.00 3)000.00
255 20.00 5,100.00 15.00 3,325.00
31. Reconstruct Open Drain L.F. 620 10.00 6,200.00 6.00 3,720.00
32,. Swale Ditch Outlet L.F. 120 10.00 1,200.00 3.00 360.00
Relocate Power Poles Ea. 4, 500.00 2,000.00 1,000.00 4,000.00
34. 6 ft. high Chain Link Fence L.F. 1,755 7.00 12,285.00 0.S0 11,407-.S01
35. Detention Pond Excavation C.Y. 18,400 1.50 27 600.00 1.30 23,920.00
36. Detention Pond Waste Excav. C.Y. 62,000 2.50 155,000.00
37. Detention Pond Borrow Fill C. Y_. 30,400 1.25 38,000.00 1.05 31,920,00
38. Detention Pond Perimeter Rd.,g.Y. 3 300 4.00 13200.00 3 .20 10,0560.00 39. Det. Pond Perimeter Ditch L.F. 1,720 1.20 2,064.00 1.20 2,064,00
40. Restoration AA: lz 1,000.00 12,000.00 2,000,00 24 000.00
oii 1.g - Class B" S.Y. 1,50Q - 1.50 2,250.00 2.00 3,000.00
41. Sol roslon an. es . . eatement - L.S. 2 000.00 ' 2,000.00 7 000.00 7 000.00
43. Clearing & Grubbing AC 4 2,500.00 10,000.00 4,000.00 16,000.00
14., Slope Paving S.Y. 50 50.00 2,500.00 25.00 13 250.00
TOTAL BASE . BID S657,909.00 $829,925.50
Th;„
- Consulting Ong fleet's
f Project: (IABLH DRAIN
,• AA Job No. -S2 -0:00
' Location: Avon Township
Pate al
Letting: _ju!v 28, 1.077 --. Letting: 1:00 P.N., PST
Mice or
Letting: Ohkland County Orfi'ces, I Puhlic,Works Dr.i Pontiac i
l'nge. 2 Time of
Ric-Man G&M Underground Contr.&
Construction, Inc. Allied Agg.Trans.Co.
42866 Merrill 30665 Groesbeck Hwy
Sterling Heights MI Roseville MI 48066
1Tc in Estimatet:. Unit Item Unit Item
No. Descri tion
Unit , uantitie Price Price Price ) -
1. 78" - C-76 Cl V in Tunnel L.F. 180 , -,
:i48
' 8L8.80 $149 184.00 $ 550.00 , 99 000.00
2- 78tic C-76 Cl ID: L.P. 142.35 49 537.80 150.00 ..2,M0.00
3. 66 1 c-76 CI II L.P. 1,277 99.60 127 , 180 .20 115. 00 146 855.00
, . 6f-)1 C -76 C2 FEI T J'„ 392 104.20 40 846.40 . OS , 00 41 HO o . 00
. , 54" 0-76 CI IV L.F. n4- 101.15 85,370.60 100.00 84 400.00
.6, 4B" 0-76 CI III @ N411 Struct. #2 L.F. 28 74.50 2,086.00 75.00 2,100.00
7. 42" Q-76 Cl III L. F. 280 67.50 18,900.00 56.0 15,080.00
0 " -1111. . L.1". 251 64.90 16,289.90 47.00 11,797,00
9, 30" C--_76 c 1 IU L.F. .-
48.10 1,827.80 40.00 1,520.00
10, 54" 0-76 C117 L.F. 5( 56.15 32,454,70 35.00 20,'250.00
LL,_ JaLcjy:LP 16 Ga L.F. 48 14.00 ' 672.00 25.00 1,200.00
12,_LZ" cmp 16 (.', 1,..F. 60 7.00 420.00 20.00 I 200.00
lax......18" 0-76 CI Ill L.F. 24 15.75 378.00 27.00 648.00
L.F. _12 12.25 722.75 25.00 1,475.00
11,...__Miallhal2._.S=1A e o. 2 Ea. 1 7 500.00 z;-(7) o . 00 , 0 000.00 0,000.00
16t -__ManholeStructure 1\29,4 3 , Ea. 1 L800, 8,800.00 , 6,000.00 6,000.00
37. 5pecia1 Nianholes A & B Ea. 2 7,900.00 15,800.00 7,500.00 15,000.00
18. 66" Large Dia. NM (MU Tee T E. 1 400.00 ' 5,600.00 2,500.00 10,000.00
19. 60" Large Dia. MU (MU roe) Ea.. 1 '00.00 1,200.00 2,2U.00 2,200.00
20. 54" Large Dia Mil cMIi Tee) Ea. 1200.00 2,400.00 2,000.00 4,000.00
21. Standard Manholes 1 1 3 i 300.00 5,96-6.00 1,00-0.06-- 3,0-00.00
ZZ. Catch Basins Ea. 5 650.00 3,250.00 750.00 3,750.00
1 00 I 450.00 450.00 47;0.00
24. Precast End Section on 48" Ea., 928.00 1,850.00 350.00 700.00
25. Precast End Section on 42" Ea, 1 559.00 559.00 320.00 520.00
26. Precast End in ft •" A I 325.00 325.00 300.00 300.00
27. Metal End Section on 12 CW Ea. a 35.0 / .11 125.00 250.00
28. Steel Sheeting S.F. 300 25.00 7,500.00 10.00 3,000.00
29. Mono Slab Pavin: S.Y. 120 34.50 4,140.00 30.00 ' 3,600.00
30. Broken Concrete Rip Rap S.Y. 255 8.00 2,040.00 7.00 ' 1,785.00
31. Reconstruct Open Drain L.F. 620 5.00 3,100.00 5.00 _ 3,100.00
32. Swale Ditch Outlet L.P. 120 4.00 480.00 2.00 240.00
31. Relocate Power Poles Ea. 4 750.00 3 ,000.0(1 1,000.00 4,000.00 ,
34. 6 ft. high Chain Link F lc . . 755 9.50 16 672.50 9.01 15 795.00
35. Detention Pond Excavation C.Y. 18 400 2.50 46 000.00 5.00 92,000.00
36. Detention Pond Waste Excav. C.Y. 62000 3.00 186,000.00 4.50 279,000.00
37: Detention Pond Borrow Fill C.Y. 30,400 2.50 76,000.00 3.00 is is
38. Detention Pond Perimeter Rd.F,Y. 3,300 2.50 8,250.00 5.5U ----71$2,175;0-.7)--
39. Det. Pond Perimeter Ditch L.F. 1 720 4.00 6,880.00 2.50 4,300.00 ,
40. Restoration AC iz 3,000.00 30,000.00 1,500.00 18,000-00 41. Sodding - Class ""--Brr S.Y. 1 . • $ 1 .50 2,250.00 2,00 3,000'.00
-41---SoThsion an*. -6. , iatement - L.S. 9,000.00 9,000.00 4,500,00 4,500,00
43. Cgrin & Grubbing i),C. 4 500.00 2,000.00 1 500.00 6,000.00 .
50 30.00 1,500.00 25.00 14:.L0.00
TOTAL BASE BID $988,401.65 $1,080,355.00,
JOHNSON 6 ANDIESON, INC.
Consulting Engineers
Project: GABLER IlIZA IN
JA ,Job No. 5200-.00__--
Location: Avon Township
Page 3 of 4
Date of Time of
Letting: Jul .:. 20, 1977 Letting: 1:00 P.M., 1TST
Place of
Letting: Oakland County Offices l Puhlie_Woks Dr. Pontiac,
John P. Reilly, Inc. Stolaruk Corp.
53655 Grand River 19300 W. 8 Mile Road
New Hudson Iva 48165 Southfield MI 48075
Item Estimate'
No. Descri :t ion Unit uan titi e Unit Pricc Item Price Unit Prics Item Price
I. 78" - (2-76 ClVin Tunnel L.F. 180 $ 600.00 $ 100,000.00 $1,000.00 180,000.01
48 175.00 60,900.00 135.00 46,980.0(
3. 6 .-L' (17..,L(2._il E.F. 1 27, 125.00 159,(225.00 105.00 164j5Qf
• 60" 0-76 CI ill LS'. 392 115.00 45,(80.00 91.00 35,072.0(
5_. 54" 7-76 C117 L.F. 44 ' 11-0.00 92,840.00 90.00 75,960.0(
.„ . 6. 45" C-76 Cl Ill @ MH Struct. #2 L.P. 28 110.00 5,080,00 75,00 ' 100 W .,
7. 42." G-76 Cl HI L.F. 2.80 7---:::00 21,000.00 70.00 19,000,11
8. 3.61S,--...a.c.:,,,21 :I L. :'. 2 5,0 )0 ) T10.-0_0 07.00 16,517.0(
.F 50.00 1,000,00 50.00 1,900.0(
=" -70 Cl TV L F. 7 75.00 A .3 -11.111). 45.00 26,010.01
11. 24 '_clvIP 16 Ga L.F. 48 30.00 1,440.00 30.00 1,440.01
la. Jf 2,4 GMT) 16 Ga L.F. 60 2.0.00 1,200.00 20,00 1 200.0C
.00 720.00 25.00 000.0(
- , L.F. a__, 25.00 1,7S.00 20.0 / o, =,
I.:--a. ---......1 ._9 2 5.1 ',? , 500 .T0, 7,500.00 7500.00
100.00 8 000 00 8,000.00
17, Speriai Manholes A & B Ea. 2 _ 9,500.00 19,000.00 6,500.00 13,000 OC
18. 66" Large Dia. MR (MH Tee) Ea. 4 3 1.000.00 12,000.00 2,500.00 l 0.OQO,00
,,--- 19. 60' Large Dia. MR (-M11 Tee) Ea. 1 2,900.00 2,900.00 2,300.00 2 00 011
20. 54" Large Dia Mil (MH Tee) Ea. 2, , 3,100.00 6200.00 2 000.00 4,000.00
2. I. Standard ,/lanhoIes 3 900.00 2 700,00 700.(W) 7 160 nc
22. Catch Basins Ea. 5 800.00 4,000.00 600.00 3 000 00
13. Inlet Ea, 650.00 650.00 400.00 400,Q0
-2,I recast E-,nd So tiet s t /00.00 1,400.00 500.00 1 000.00
25. Prec ast EnsI-Se. ,1 600.00 000.00 350.00 350.00
2,6. Precaqt End Segtign .1, , 1 550.00 550.00 300.00 300.00
27. Metal End Section on 12 CMP Ea. 2 200.00 400.00 50.00 1 00.00
28. Steel Sheeting S.F. 30 30.00 9,000.00 20.00 0,000.00
2.9. Mono Slab Paving S.Y. 12. 1.41 , 00.00 30.0 3,600.00
30, Broken Concrete Rip Rap S.Y. 255 50.00 12,750.00 20.00 5,1.00.00
3 -1. Reconstruct Open Drain L.F. 62. 15.00 9,300.00 5.00 ..) 00.00
-31. Swale Ditch Outlet - L.B. 120 20.00 2,400.00 4.00 480.00
33. Relocate Power Poles Ea. 400.00 1,600.00 2,000.00 8,000.00
34. 6. ft. high Chain Link Fc'nCe I.F. 1755 15.00 20,325.00 8.00 14,040_00
35. Detention Pond Excavation C.V. 18,40 4.00 73,600.00 4.00 73,600_00
36. Detention Pond Waste Excav. C.Y. 61,00 3.00 186,000.00 6.00 372,000.00
37. Detention Pond Borrow Fill C.Y. 30 1_40 4.00- 121 ,00() .0)) 1.00 30,400.00
38. Detention Pond Perimeter 13.d..Y. 3,300 4.013 13,7P0.00' 3.000 9,900,00
39. Det. Pond Perimeter Ditch L.F. 1 1720 4.00 6,880.00 2.50 4,300.00
40. Restoration AC 2,000.00 24,000.00 3,000.00 36,000.00
o sing - Class B S.Y. 1 g) A .00 6,000.00 2.00 3,000.00
oi ..rosion an , e . atement - L.S. 3 ,000.00 3 000.00 15 000.00
43. Clearing & Grubbirl AC 4 0.00 12,000.00 5,000.00 20 00000
44. Slo-e Favi S.Y. 50 60.00 3,000.00 31.10 1,500.00
TOTAL BASE BID ,146,425.00 $1,201,614.01
:tiN1 1 1 ,
Consulting En g ineen;
I Project: WEER MAIN _
,16A Job No--.--T,280-00
Location: Avon Township
• o
Date of Tiw
Letting : _Jn y 28i 1977 Lettin g : 1:00 P.M., EDST
Place of
Lotting : Oakland Count y Offices, I Puhlic_Works Dr. Pontiac,
F. J. Siller 5 Company
3305 W. Liberty
m Arbor MI 48103
Item Estimated
No. [)escri tion Unit •uantitic . Unit Price Item Price
1. 7811- C-76 CI V in Tunnel L.F. 180 $1,435.00 2500.00
."-7-4.6( ) i1, 680.80w
j,..._6_61C-76 Cl n L.P. 1 277 120.00 164,2,22.20*
_42_60" C-76 C I Ill L.F. 382 119.40 46,2 04.80*
5._2 Cl L. . .,,i 101.20 87 944.80*
6. 48N C-76 Cl :gr., @ MU Struct. AZ I-F. 08.00 1,204.00
7. 42" C-76 CI III 1..-. 280 07.75 18 ,)70.01)
8 1 1b2j-L-7 Lill .1_,,F. 251 46.25 11 608.75*
I" (7-( 71 LE L.F. i 2,120.40*
Li.....1112c1 V/ L F. 57 30,229.40*
11,_..2„1_,c.' MP 10 Ga, L.F.48 ._-) .80 1,632.00
12, 12" CMP 16(a L.F. 60 20.00 1 ,200.00
l3,t...J.11Lc-76 ç ril • L.F. 2.4 24.00 576.00
14.,_12,1111ji 5 19.00 1 121.00
19. _Manhole Structure No. 2. Ea. 1 6,800.00 6.00.00
1 6 800.00 6 800.00
51p2,_thli Manholes A & B Ba. 1 900.00 3800.00
18. 60” Lar g e Dia. MU (Mir Tee) Li 4 2,425.00 9, 700.00
60" Ear ie Dia. MII (Mil Tee) Ea. I 2 160.00 2 100.00 ,
20. 541 Larc Dia ME Mil Tee Ea. ,805. 0 /.~41,00
21 Standard lioles La. 925.0( 2 , /2.00
22. Catch Basins - 5 925.00 4,025.00 -
23. Inlet ' .1 650 00 f)s_a_op
Z4. Precast End Se t 0 i i ,.; 725.00 4511,00
25. Precast Eild S Q cik _ 640.00 640.00
26. Pr(_t Endaection Q4 16" Ea, 1 585.00 585.00
27. Metal End Section on 12 1 CMP Ea. 2 85.00 170.00
28. Steel Siaeetin : S.F 300 12.50 3,750.00
29. Mono Slab Pavin g S.Y. 110 29.00 3,480.00
30. Broken Concrete R . Ra. S.V. 255 18.50 4,717.50
-31. Reconstruct 0 en Drain I .F. 62.0 11.25 0 975.00
32. Swale Ditch Outlet .E. 120 9.50 1,140.00
33. 'Relocate Power Poles Ea. 4 400.01 1,600.00
34, 6 ft. high Chain Link Fence L.F. 755 ., 15,005.25
35. Detention Pond Excavation C.Y. 18 400 2.6-1, 48,760.00
-36. Detention Pond Waste Excav. C.Y. 62,000 4.25 263,500,00
37. Detention Pond Borrow Fill C.Y. 30,40 2.05 80,560.01)
38. Detention Pond Perimeter Ild.S.Y. 3,300 1.40 4,620.00
'19. bet. Pond Perimeter Ditch L.F. 1 720 3.40 5,848.00
40. Restoration AC 'll 11 21,600.00
41. Sodding - Class B S Y. 1.05 1,575.00
01 ., osion an• e6. atement - L.S. 250.00 1 250.00
43 CIearin & Grub ' AC 4 2,00 .00 8,000.00
44 S o e Pavin S.Y. 50 18.S01 925.00
TOTAL BASE BID 1.1.-10-112i42.9.*
ED ON JULY 28, 1977. CERTIFIED AS A CORRECT AND TRUE COPY OF THE TABULATION OF BIDS RECEI
JOHNScN F4 ANDERSON, INC. CONSULTING ENGINEERS.
WIT r TAM c ol-1mm TI T 11 r *DENOTES CORIUTIED AMOUNT .