PUBLIC WORKS DEPARTMENT (214) 450-2871 􀁬􀁉􀀺􀁬􀁬􀀮􀀡􀁩􀁜􀁬􀁬􀁬􀀡􀁉􀁡􀁾􀁀􀀡􀀡􀁉􀁉􀀵􀁦􀁀􀁉􀁬􀁬􀀡􀀱􀁬􀁉􀁬􀁩􀁦􀀡􀀦􀀵􀁾􀁾􀁾􀁾􀁾􀁗􀀢􀁾􀁾 Post Office Box 144 Addison, Texas 75001 May 8,1995
To: Ron Whitehead, City Manager 0 f?15> From: John R. Baumgartner, Public Work?, f-" Re: BellbrooklLake Forest Drainage 16801 Westgrove In reviewing the drainage questions regarding
the boundary between the referenced developments it was difficult to separate the problems associated with the new construction (ie: mud and debris) and excess water. It is possible
to have lots that back to each other and properly manage the stormwater flow around the downstream houses. This is usually completed on a house by house basis and can work adequately
unless the yards are remodeled, and the drainage way is obstructed by a wall , pool, planter, fence or otherobstruction. The obstructions typically redirect and/or concentrate the flow
which makes management more difficult. To resolve most of the stormwater problems (without relandscaping their yards) the Bellbrook residents have with the Lake Forest drainage it would
be necessary to construct a swalelflume from the southeast comer ofthe Lake Forest development to the northeast comer of Mr. Vic Sahms lot. From there we would go underground to the
creek across the Lowen's property. The two most difficult aspects of this job are obtaining easements and funding. It is my best estimate that this work would cost between $125,000,
and $175,000. This could be reduced if a product other than patterned concrete is used for the swale. This will not address any issues the western property owner on Winnwood may have
with the eastern lots on Bellbrook or the western Lake Forest owners have with Oaks North. If you have any questions or need additional information please call me. Attachment: Sketch
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WINNWOOD· ROAD
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CITY ENGINEER'S OFFICE Post Office Box 144 Addison, Texas 75001 (214) 450-2886 16801 Westgrove ME M 0 RAN DUM october 1, 1991 To: From: RE: Ron Whitehead, City Manager John R. Baumgartner,
City Engineer Winnwood/Bellbrook Drainage Phases II and III On September 20, 1991 a total of five bids (bid tabulation attached) were received for the referenced project. These improvements
are intended to mitigate some of the drainage problems experienced in the Winnwood/Bellbrook area. Funding for this project is provided in the 1991-92 Capital Projects Fund Budget. Our
consul tant Espey-Huston has reviewed (attached letter) the qualifications of the apparent low bidders and recommended award to either firm. In an effort to maintain the Town's policy
regarQlng street cuts, staff recommends awarding the bid for schedules Band C to Radich Construction Company, Inc. in the amount of $116,165.52 contingent upon the contractor providing
the required bonds and insurance. If you concur with the recommendation, please have Carmen place an i tern on the October 8, 1991 counci 1 agenda awarding the bid to Radich Construction
Company, Inc. and authorizing the City Manager to execute the contract contingent upon the contractor providing the required bonds and insurance. JRB/rp Attachments
ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants Mr. John Baumgartner, P.E. City Engineer 16801 Westgrove Drive P. O. Box 144 Addison, Texas 75001 EH&A Job No.
13404 Re: WinnwoodlBellbrook Estates Phase 2 and 3 Dear John: Bids were received on the WinnwoodlBellbrook Estates Phase 2 and 3 Drainage Project on September 20, 1991. A total of five
bids were received. A tabulation of the bids received is attached. This project was bid with two alternates; one open-cutting (Schedule A). and the other boring Bellbrook Way (Schedule
B). As can be seen by the attached Alternate Projects Summary, PATCO Utilities is the low bidder completing the project by open-cut and Radich Construction is the low bidder completing
the project by boring. . EH&A has reviewed project references provided by both construction firms (PATCO and Radich) and both appear to be well recommended. PATCO Utilities has completed
numerous projects in the area. Radich Construction is a Michigan-based firm starting a local office in this area. Based on the above, EH&A would recommend awarding the WinnwoodlBelibrook
Phase 2 and 3 construction contract to either firm, depending on whether the Town chooses to construct the Schedule A or the Schedule B project. If you require any additional information,
please do not hesitate to call. Sincerely, 􀁾􀀯􀁕􀁌 􀁕􀀭􀁾􀁡􀁬􀁤􀁢􀁡􀁵􀁥􀁲􀀬 P.E. Land/Transportation JW:jkn Attachment 17811 Waterview Parkway, Suite 400· Dallas, Texas 75252 • 669-9600
• FAX (214)480-8065
TOWN OF ADDISON WINNWOOD/BELLBROOK ESTATES PHASE 2 AND 3 Bids Received: September 20, 1991 Engineers: Espey, Huston· & Associates, Inc. 17811 Waterview Parkway Suite 400 Dallas, Texas
75252 (214) 669-9600 Fax: (214) 480-8065 BID TABULATION Bidder Dowager Construction, Inc. Jeske Construction Co. Moss Construction Co., Inc. PATCO Utilities, Inc. Radich Construction
Co., Inc. ENGINEER'S ESTIMATE Schedule A $47,343.00 $54,727.20 $48,992.00 $41,163.30 $49,041.39 $53,235.00 Schedule B $47,585.00 $61,200.80 $49,047.00 $52,660.50 (1) $53,933.07 $54,265.00
Schedule C $75,178.00 $88,341.30 $68,701.00 $69,745.25 $62,232.45 (2) $93,905.00 Bidder Dowager Construction, Inc. Jeske Construction Co. Moss Construction Co., Inc. PATCO Utilities,
Inc. Radich Construction Co., Inc. ENGINEER'S ESTIMATE ALTERNATE PROJECfS SUMMARY Open-Cut Bellbrook (Schedule A & C) $122,521.00 $143,068.50 $117,693.00 $110,908.55 $111,273.84 $147,140.00
Bore Bellbrook (Schedule B & C) $122,763.00 $149,542.10 $117,748.00 $122,405.75 $116,165.52 $148,170.00 (1) PATCO's original bid was $56,553.30. However, an error was found in their
transfer of the Schedule A subtotal to the subtotal to be used in Schedule B. (2) Radich's original bid was $62,234.97. However, two errors were found; one in the total amount for Item
200 and the other in the total amount for Item 203.
) ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants May 20,1991 Mr. Ron Whitehead City Manager Town of Addison P. O. Box 144 Addison, Texas 75001 EH&A Proposal
No. 91-0413 RE: Letter Agreement for Preparation of Construction Documents Winnwood Road/Bellbrook Estates Drainage Project -Phase II 14784/14800 Winnwood Road Drainage Project -Phase
III Dear Mr. Whitehead: Following a request from your staff, I am pleased to submit this letter agreement to provide engineering and surveying services for the Winnwood Road/Bellbrook
Estates Drainage Project (Phase II) and the 14784/14800 Winnwood Road Drainage Project (Phase III). The proposed improvements to be provided with The Winnwood Road/Bellbrook Estates
Drainage Project (Phase II) have been outlined in our letter to you dated April 19, 1991. Please note that the Construction Cost Estimate attached to ·the April 19 letter did not include
a french drain because no groundwater problem had been reported at No. 14805 Winnwood Road. To eliminate the possibility that groundwater is contributing in some way to this drainage
problem, however, a french drain would be required under the drainage channel. Consequently, I have revised the cost estimate for this project to include a french drain (see Attachment
A). Espey, Huston & Associates, Inc. (EH&A) will provide the following scope of services for Phase II: 1. Survey verification of existing drainage improvements. 2. Prepare construction
plans for the project and provide the Town of Addison with 30 copies of the final plans. 3. Prepare a· Project Manual which will include the specifications and provisions necessary to
bid the project and provide 30 copies. 4. . Review and tabulate the project bids and make a recommendation of award to the Town of Addison. 17811 Waterview Parkway, Suite 400 • Dallas,
Texas 75252 • 669-9600 • FAX (214) 480-8065
:-1SPEY, HUSTON & ASSOCIATES, 􀁉􀁎􀀯􀀺􀁾􀀧􀀩 􀁾􀀯 J." Mr. Ron Whitehead May 20, 1991 Page Two The proposed fixed fees for this project are as follows: 1. 2. 3. 4. SUlVey Verification
Construction Plans 􀁐􀁾􀁯􀁪􀁥􀁣􀁴 Manual . Bidding Services ) Total Fixed Fee -Phase II $ 500 .4,800 1,000 500 . $6,800 The proposed improvements to be provided with the 14784/14800
Winnwood Road Drainage Project (Phase III) will be designed to alleviate a ponding problem created by surface drainage on the south side of No. 14800. An estimated construction cost
estimate for this project is included in Attachment B. It is assumed that this project will be performed in conjunction with the Phase II improvements, not as a separate project. Espey,
Huston & Associates, Inc. (EH&A) will provide the following scope of services for. Phase III: 1. A topographic sUlVey along with the alignment of the proposed improvements. 2. Prepare
construction plans for the project and provide the Town of Addison with 30 copies of the final plans. 3. Prepare a Project Manual which will include the specifications and provisions
necessary to bid the project and provide 30 copies. 4. Review and tabulate the project bids and made a recommendation of award to the Town of Addison. The proposed fixed fees for this
project is as follows: 1. 2. SUlVey Verification Construction Plans Total Fixed Fee -Phase III Total Fixed Fee Phase II and Phase III $ 1,500 $ 4,400 $ 5,900 $12,700 The proposed drainage
improvements will include a storm sewer outfall at White Rock Creek within the corporate limits <;>f the City of Dallas; consequently, EH&A will submit plans to the Public Works Department
of the City of Dallas for their review. I had a preliminary discussion with Mr. Glenn Hughes with the City of Dallas regarding the proposed outfall during which Mr. Hughes made the following
comments: .
, ')SPEY, HUSTON & ASSOCIATES, IN'-Mr. Ron Whitehead May 20, 1991 Page Three • He did not foresee a problem with the proposed outfall. • The City of Dallas typically requires a storm
sewer to outfall at the flow line of the creeL ' ' • The City of Dallas would not maintain the storm sewer outfall. In preparing this proposal, I have assumed that a maximum of two construction
plan submittals will be required to the City of Dallas. In addition, I have assumed that the Town of Addison will prepare easement documents and obtain any additional easements which
may be required for this project. The estimated fee for construction observation services on Phase II and Phase III to be provided on a T"llDe and Material basis is $3,000 (fee based
on 10 visits at $300 per visit). If this letter agreement is acceptable, please execute a copy and return it to our office. Please contact me if I can provide any additional information.
Sincerely, 􀁾Bruce R. Grantham, P.E. Assistant Division Manager BRG:ss Attachments APPROVED B
Y:.)SPEY, HUSTON & ASSOCIATES, IN AITACHMENT A CONSTRUCfION COST ESTIMATE -PHASE II WINNWOOD ROAD/BELLBROOK ESTATES DRAINAGE PROJECf Item Unit Total No. Description Unit Quan. Price
Cost 101 Clearing and Grubbing S.Y. 200 $ 10.00 $ 2,000.00 102 Channel Excavation C.Y. 150 . 14.00 2,100.00 103 18" Reinforced Concrete Pipe L.p. 150 65.00 9,750.00 104 18" RCP by 􀁂􀁯􀁲􀁾
L.p. 40 150.00 6,000.00 105 4' x 4' ·Y-Inlet EA. 1 3,000.00 3,000.00 106 4' thick 3,000 psi Stone S.Y. 200 70.00 14,000.00 Patterned Concrete Channel Lining 107 Bermuda Block Sodding
S.Y. 100 10.00 1,000.00 113 Pipe-to-Pipe Connection EA. 1 1,000.00 1,000.00 114 French Drain L.p. 160 40.00 6,400.00 115 Excavation for French Drain C.Y. 280 14.00 3.920.00 SUBTOTAL
$ 49,170.00 . 25% Contingency 12,292.50 TOTAL $ 61,462.50 NOTE: The cost to acquire easements (if any) has not been included in this estimate.
'JSPEY, HUSTON & ASSOCIATES, INr,. ATI'ACHMENT B CONSTRUCfION COST ESTIMATE -PHASE III 14784/14800 WINNWOOD ROAD DRAINAGE PROJECf Item Unit Total No. Description Unit Quan. Price Cost
101 . Clearing and Grubbing S.Y. 1,000 $ 10.00 $ 10,000.00 102 Channel Excavation C.Y. 150 14.00 2,100.00 103 24" Reinforced Concrete Pipe L.F. 450 65.00 29,250.00 104 4' x 4' Y-Inlet
EA 1 3,000.00 3,000.00 105 4' thick 3,000 psi Concrete S.Y. 250 40.00 10,000.00 Channel Lining 106 Bermuda Block Sodding S.Y. 800 10.00 8,000.00 107 Reinforced Concrete Headwall EA·
1 1,000.00 1,000.00 108 Rip-Rap S.Y. 20 60.00 1,200.00 SUBTOTAL $ 64,550.00 25% Contingency 16.137.50 TOTAL $ 80,687.50 NOTE: The cost to. acquire easements (if any) has not been included
in this estimate.
BID SCHEDULE A DRAJNAGEIMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 2 Item Est. Unit No. Quan. Unit Description Price Amount S 􀁾􀀭􀀮 ,-'" ...􀁾 5?-C 􀁾 , 100 170 S.Y. Clearing and
grubbing S • .J ,. E,l,'e... Dollars tVa Cents 101 120 C.Y. Earth and rock excavation S le . .. S /J-CD.· ' for channel and French drain including hauling and disposal of excess material
..-It.:!... n Dollars IYt Cents 102 50 L.F. 6" perforated Schedule 80 􀁳􀀺􀀩􀁩􀀬􀁩􀁊􀁾 S)u,J'D. ,-PVC French drain system including crushed stone, concrete, sand, pea gravel and filter
wrap, complete in place[IN Crt t1 {} II t. Dollars Nt: Cents 103 130 S.F. 4" thick, 3,000 psi re-S/31. 􀀬􀀬􀁾􀀮 $ 17JJ"jc. t--inforced concrete channel lining, with patterned concrete
or approved equal surface treatment, . complete in place , c::.. t r, e ttt". ....I-t ( t AotTit. i r f-.{ "JI Dollars ,'it I Cents 104 187 L.F. 15" Qass III RCP with em-r;g i:: '1 $
jJ 􀁾􀀳􀁓􀀺 !: fi $ ',' bedment, complete in place I 􀁾 (. xTy t i;;J.·f-Dollars /) i!.ty PfJlrl.'-Cents $ 􀁦􀀮􀀮􀁬􀀮􀁾􀀮􀀭 􀀷􀁬􀁾 s7 r .. 'I Co '-I 105 114 L.F. 15" Qass III RCP with
em-r:IC. bedment Type B, complete in place , -.S;x"rv <􀁾" 􀀯􀁩 Dollars r • { '.. , ".-';; 1:. t· <. 􀀩􀀧􀁾􀀭 􀀮􀁾 Cents J { t 910382 PF-3
910382 BID SCHEDULE A DRAJNAGEIMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 2 (Cont'd) PF-4 \.
The completion time for this contract is 60 calendar days. .,j 910382 PF-S
􀀢􀀧􀀻􀀧􀁾 .. """I BID SCHEDULE B DRAINAGE IMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 2 Item No. Est. auan. Unit " Description Unit Price Amount 106 38 L.F. Bore 15" Qass III RCP
under Bellbrook Way I'f'( h"J<' Tw b #41'1)" (,J TlJJe Dollars ____________ Cents (Line 1) _______________S_e_..,<_",_-_______ Cents $ 53 733.C:;7 I "' .-:.J .. The sum of Items 100
through 105 and 110 through 116 inclusive from Bid Schedule A 􀀶􀁲􀁬􀀭􀁾􀀬 􀁾􀀮􀀨􀀻􀀨 􀁔􀁫􀁃􀁵􀁾􀁴􀁩􀁲􀀡􀀬􀀱 Tkr-ce Hu;.,.cl,c:..f £..itlJ.tj n'Oollars r + (Line 2) TOTAL PROJECT BID
-SCHEDULE B The sum of Items 100 through 105 and 110 through 116 inclusive from Bid Schedule A and Item 106 from Bid Schedule B 􀁾􀁔 " Th..('t-i 􀁬􀁊􀀮􀀮􀁲􀁾􀀼􀀧 r,' FIt fA r<: <. 􀀧􀁌􀁬􀀶􀁾
'5 ti "J nike. Ii-i,t ....tf., c:4 Dollars (Lines 1 & 2) ____...,....-________,5_-e _I/" i:_....._.. ______ Cents The completion time for this contract is 60 calendar days. 1j 910382
PF-6
BID SCHEDULE C DRAINAGE IMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 3 Item· No. Est. Quan. Unit . Description Unit Price Amount 200 550 S.Y. Clearing and grubbing $ s: if 5' 6 v c:.
.Dollars Po ,.+ 'I £, v >:.... Cents . 9 201 20 C.Y. Earth excavation for swale including hauling and disposal of excess material _ _ ....t.v....;;. 􀁵􀀬􀀬􀀺􀀻􀀻􀀮􀀮􀂷􀀮􀀺􀀺􀀺􀁾􀀻􀀬􀀮􀀺􀀬􀀢􀀮􀀻􀀮􀀮􀀫
􀀭􀀴􀀭􀁾􀁉􀀭􀀭􀁬􀀮􀀮􀁲􀀮􀀮􀀮􀀮􀀮􀀺􀀯􀀺􀀮􀀮􀀺􀀢􀀮􀀮􀀮􀀮􀀮􀀺􀁥􀀮􀀽􀀭􀀭􀁟Dollars _____I ____Cents $ 202 203 51 7 L.F. . L.F. 18" Class III RCP with embedment, $ 3 'i. 7"3 complete in place
Th i.-fy F¢vr Dollars .s"C.'lIc .... 􀀮􀀻􀁾􀀨 Thrc c. Cents 21" Class III RCP with embedment, $ I() 7, I., complete in place 􀁏􀁊􀁜􀀼􀁾􀀭 􀁈􀀯􀁁􀀮􀁾􀁴􀁬 ... cd 􀀡􀀾􀀮􀁾 II ec ......
Dollars 􀁆􀁥􀁾􀁲􀁦􀁾􀁥􀁊􀀧 Cents $ /77/• .21 J $ s: jOt> l ." .... 1 27" Class III RCP with embedment, $ iif'. S'.' complete in place hrl-'( c.;$ J.. f Dollars Fi {+'( Ft:> t.\ r Cents
Remove and replace existing 10' inlet, complete in place 1" nFh 􀀱􀁁􀀨􀁪􀂣􀁤􀁡􀁲􀁜􀁾􀁓􀁴􀀡􀀭􀀢􀁴􀀺􀁁􀀮 H"...Art:ei Dollars 􀁾􀁾 Cents Special Type Y inlet (see Detail $ 7S/). ".' Sheet
6), complete in place . S-c'vC:o'\ tlu"di""-eJ 6F +yDollars . NO Cents EA. L.F. EA. Twc 700 21 205 206 204 207 EA. 15" -45° Class III RCP Bend, $ .;l 􀁾􀁏􀀮 􀁾􀀢 complete in place "
􀁾 & i> t-!tA. .l({ r cd Dollars 􀁎􀁴􀀮􀀬􀁾 Cents $ .}t50. co 910382 PF-7
BID SCHEDULE C DRAJNAGEIMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 3 (Cont'd) Item Est. Unit No. Quan. Unit Description Price Amount 208 4 EA. 27" -33° Qass III RCP Bend, S Lf'to.
􀁾􀁣􀀻 s /760,4"' complete in place , Eu"r HfA. ...drcJ £ufl Dollars No Cents 209 1 EA. 27" -45° Qass III RCP Bend, S If 'to. 􀁾􀁶 s '-1'1(). L·t> complete in place Pr:lA.r 􀁈􀀢􀀬􀀢􀁤􀀬􀀮􀁾􀀮􀁦
Ui'h( Dollars IVO .Cents 210 1 EA. 27" RCP Type B Hdwl, complete S!bO(), 􀁣􀁾􀂷 S IOtt>. &" in place . ) , , tJn e.. Th ()k'5a n J.. Dollars rre: Cents 211 2 EA. Pipe-to-Pipe Connection,
S ,is-O, ,,'0 s SfJO.I)O complete in place ?We Jli,."drcJ FiFty Dollars 1'1t> . Cents 212 1 C.Y. 6" concrete cap over sanItary S J00. I.'" S /f)(). ,,£1 sewer, complete inlla';j tJl"e..f/un
􀁲􀁾􀁾 Dollars /110 Cents 213 20 S.Y. Sawcut and remove existing S ;;'0,1:0'" .$ i.jtoI 􀀬􀀬􀁾􀁾􀀩 concrete pavement including hauling and disposal rw ea.f1 Dollars Cents 214 20 S.Y.
6" 3,000 psi reinforced concrete $ l.JC, 􀁾􀀮􀀢 s 5()O. I.'" pavement replacement including subgrade preparation. complete in place J-br-f-y Dollars IVD Cents 910382 PF-8
::;-, .􀁾:-.' ; .... t; --..,I -J 1-i "-BID SCHEDULE C DRAINAGE IMPROVEMENTS WINNWOOD/BELLBROOK ESTATES PHASE 3 (Cont'd) Item Est. Unit No. Quan. Unit Description Price Amount 215 10
S.Y. Remove and dispose of existing $ /3; S(.· $ /35:;;<: concrete channel 7h jr+ee 1'\ Dollars PiPtt Cents 216 45 S.Y. Remove and dispose of existing $ J ::5. ::ro $ t. 􀁾􀀷􀀮 5 D rock
channel TA i,.faA DoDars EiFf} Cents 217 12 L.F. Remove and dispose of existing $ tt, 1'1 $ .J-C. c '., 15" RCP bur Dollars .s e v Cj\ 􀀭􀁉􀀭􀁾 c 􀁾 Cents 218 33 S.Y. Remove and replace
existing stone $ 􀁉􀀨􀀻􀁓􀀺􀁾􀀼􀀭􀀭 $ 5"1 'is:",-' riprap including constructing i 24" concrete toe, complete in place the. II"-..􀁤􀁬􀀢􀁾􀁴􀁲 SiYIy r;... ;:J)ollars Ir'DCents 219 100
S.F. Remove and replace existing 4" $ '1. /)0 $ i/)l), ceo reinforced concrete walk, complete in place J:ei.4r DoDars IVO Cents 220 3-30 S.Y. Bermuda sod including application $ 7.g
o $ JS-1'1, ,J and maintenance during construction, I complete 􀁾􀁮 place -.5evc ...... DoDars (''i'' i'' f 1 Cents 6. ;rl.? -c lJ 221 550 L.F. Trench safety system $ $ ,;) 7:J. /YO
Dollars 6 Fty Cents J1j 910382 PF·9
;.) BID SCHEDULE C DRAINAGE IMPROVEMENTS WINNWOODIBELLBROOK ESTATES PHASE 3 (Cont'd) Item No. Est. Quan. Unit Description Unit Price Amount 222 560 S.Y. Bermuda hydromulch including
$ 1 t J 􀁾 application and maintenance during construetio!: complete in place LWb Dollars TI.. r,. &t 􀀷􀁕􀀬􀀨􀁾 TOTAL PROJECf BID· SCHEDULE C 􀀮􀀵􀁾 k<:-c 􀀷􀀭􀀱􀁾􀂣 'fii-re 􀁎􀁾􀁻
rM 􀁾􀀧􀀱􀁄􀁯􀁬􀁬􀁡􀁲􀁳 􀀱􀀱􀁾 􀀺􀀵􀁾􀁾 Cents The completion time for this contract is 60 days. $ tJ. I .J. 3 􀁾 # 17 i --910382 PF·I0
BID SCHEDULE SUMMARY BID SCHEDULE A TOTAL LABOR $ 􀁟􀀭􀀽􀀮􀀩􀁾􀀵....􀀺.􀁊􀀧􀀭􀀮􀀺􀀶􀁾􀁏􀁟􀁏__ (Line 1) (Line 2) TOTAL MATERIALS INCORPORATED $ I;}., s (50 . (Line 3) $ Twe I(j e. . /h64::J4
..-<'.( 6 (" < /{4 '"A,.r=,l.. (total price in words) r TOTAL BID SCHEDULE A $ 􀁾􀀧􀀷􀀱, /l $I J , 3C; (Lines 1,2 & 3r $ h$ 􀁬􀁬􀁥􀁾 􀁾hzli {';:toe 􀁾􀁴􀀴􀁲􀁴􀀴 t-􀁔􀁾􀁾􀂷 􀀬􀀬􀁾􀀺􀀭􀀧
􀁾 (total price in words) PF-ll (Rev.) Addendum I -September 16, 1991
(Line 3) (Line 1) (Line 2) BID SCHEDULE B TOTAL LABOR $ "","'􀀢􀀬􀀬􀀵􀀨􀀩􀁾􀀨􀀨􀀩􀀽􀀮􀀻􀀢􀁾􀀨􀀩 _ s _ 􀀮􀁾 􀀱􀁪􀁾 {)&411l 􀁾 􀁾 (total price in words) TOTAL OrnBR INCIDENTALS $ 1) -}
3 3. () 7 s 􀂷􀁦􀁩􀁤􀀡􀀺􀀮􀁲􀁾 􀁊􀀷􀁾􀁉􀀱􀁾􀁲􀁾􀁴􀁬􀀮􀁷􀀺􀀨􀀩􀁾􀀧􀀢􀁾􀁾􀂷 .(total price in words) . 􀁾 TOTAL MATERIALS INCORPORATED S· /􀁾 /) (J 0 s 􀁅􀀮􀁾 􀁉􀁾􀀮 P4a.M ft1,(; 􀁾 (total
price in words) TOTAL BID SCHEDULE B $ S'3 q 3 3 ( r() 7 . , (Unesl,2&3) S 􀀨􀁴􀁦􀁩􀁩􀀴􀁾􀁦􀀻􀀻􀀺􀁋􀀻􀁬􀁴􀂷􀁾 1l..􀀺􀀮􀀮􀀮􀀮􀀱􀀱􀁾 fM 􀁾 􀁾 􀁦􀀭􀁾􀀺􀀺􀀻􀀻 BID SCHEDULE C (Line 1) TOTAL
LABOR S 􀀳􀁾 bOO S 􀁾 􀁲􀁾 􀁲􀁾 􀁄􀁾􀁾􀀺􀀺􀁡􀀺􀀻􀀻􀀻􀀧􀁾 _ (total price in words) TOTAL OnmR INCIDENTALS S..L.. 􀀢􀁾􀁾 .: .;". /V7, ';3 iI.J , f 7 (Line 2) S Len 􀁌􀁾 􀁾􀁎􀁾 F44 Fffl1
􀁾􀁊􀁾􀁾 (total price in words) 􀁾􀂫􀀬􀁾 􀁾 TOTAL MATERIALS INCORPORATED S·. . ') I?, ,J baD (Line 3) $ 􀀵􀁾 􀁔􀀮􀁾 􀁏􀁾􀀧􀀿 (total price in words) TOTAL BID SCHEDULE C S bJ J d.3 L,.
'i'" (Unes 1,2 & 3) $ 􀁾􀀧􀀭􀁙􀁴 'liv-o '&h<'4.a.! 􀀧􀁊􀀬􀁵􀁾 􀁎􀁾 rg 􀁆􀁾 􀁉􀁊􀁾 j-(total price in words) 􀁾4..U--w... e.e-Z. PP-UA (Rev.) .... Addendum I ,September 16, 1991
(Address) A Corporation r rr r􀀧r􀁾.􀀧􀀩􀀢􀁯􀂭 (Title) (Secretary) P 0.80 'i 􀁊􀀳􀁓􀁾􀀭 _. 5 S/7 (j?/7 ) .. ) (Corporate Seal) 􀀹􀀻􀁉􀁾􀁲􀀱􀁉􀁬􀁩 Attest .<---t> -(State of Incorporation)
,J. IZ-A-D I C r+ (Name of Person Authorized to Sign) (JLCSf fj EN I" By __􀁒􀀮􀀭􀁾􀁁􀀭􀀻􀀮􀀮􀀺􀁻􀀩􀁾􀀯􀀮􀀮􀀻􀀻􀀻􀀻􀁃􀀻􀀬􀀮􀀭􀁻􀀮􀀮􀀮􀀻􀀮􀀬􀀭􀁦􀁟􀁃􀁾􀁏􀁟􀁽􀁊􀁟􀁓􀁟􀁔􀁊􀁟􀁲􀁥􀀮􀀮􀀮􀀮􀀺􀁟􀁕􀁟􀁃􀀭􀀭􀀭􀀭
􀀺􀀮􀁦􀀷􀀮􀀮􀀮􀀺_􀀮􀀮􀀮􀀮􀁄􀁟_􀁍 C_O--.-"..J:...-_J_A../_c. _ (Corporation Name) It=:.xl.!--S Phone No. Business address: By --'-_ (Name) A Joint Venture By _ .I' I!B11 jJJJJ]]]]1 (Name)
(Address) (Each joint venturer must sign. The manner of signing. for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated
above.) 􀁾􀀷􀀱􀀡􀁾􀀱􀀭 􀀿􀁾􀁉􀀯􀀯􀀯􀀯􀀻􀀵􀁾 _ 910382 PF-13