HomeMy WebLinkAboutContracts & Agreements_19-2024SECOND AMENDMENT TO AGREEMENT TO PERFORM PROFESSIONAL SERVICES
This second amendment ("Second Amendment") to the agreement for Engineering services
related to the California Street and Redlands Boulevard Intersection Widening Project dated
November I, 2022 ("Agreement"), by and between the City of Redlands, a municipal corporation
("City"), and CASC Engineering and Consulting, Inc., a California corporation ("Consultant"), is
made and entered into this 66h day of February 2024.
RECITALS
WHEREAS it is the desire of the City and Consultant to Article 2.1 of their existing
Agreement, specifically described in Exhibit "A," "Scope of Services" to include an amended
"Scope of Services," which is attached hereto by reference, and
WHEREAS, it is the desire of the City and Consultant to amend Article 4.1 of their existing
Agreement, specifically described in Exhibit "B," "Project Schedule" to include an amended
"Project Schedule," which is attached hereto by reference, and
WHEREAS, it is the desire of the City and Consultant to amend Article 4.2 of their existing
Agreement to extend contract until December 31, 2024, and
WHEREAS, it is the desire of the City and consultant to amend Article 5.1 of their existing
Agreement, specifically described in Exhibit "C," "Fee Schedule" to include an amended "Fee
Schedule," which is attached hereto by reference, and
WHEREAS, it is the desire of the City and Consultant to amend Article 5.1 oftheir existing
Agreement to increase Consultant's present total compensation of three hundred ninety-four
thousand three hundred forty-five dollars ($394,345).
NOW,TI-IEREFORE, for good and valuable consideration in the receipt of which is hereby
acknowledge City and Consultant agree as follows:
AGREEMENT
Section 1, The scope of work performed by Consultant pursuant to Exhibit "A" of the
Agreement, entitled "Scope of Services," is hereby amended and replaced by an amended Exhibit
"A," which is attached hereto and incorporated herein by this reference as Attachment 1.
Section 2, The project schedule set forth in Exhibit "B" of the Agreement, entitled
"Project Schedule," is hereby amended and replaced by an amended Exhibit "B", which is attached
hereto and incorporated herein by this reference as Attachment 2.
Section 3. The fee schedule set forth in Exhibit "C" of the Agreement, entitled "Fee
Schedule," is hereby amended and replaced by an amended Exhibit "C", which is attached hereto
and incorporated herein by this reference as Attachment 3.
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Section 4. Subsection 4.2 of Article 4 of the Agreement, titled "Performance of
Services" is hereby amended to read as follows:
"4.2 Consultant shall complete the Services by December 31, 2024, unless the Services
are terminated earlier as provided for herein."
Section 5. Subsection 5.1 of Article 5 of the Agreement, titled "Payments to
Consultant," is hereby amended to read as follows:
"5.1 Total compensation for Consultant's performance of the Services shall not exceed the
amount of three hundred ninety-four thousand three hundred forty-five dollars ($394,345). City
shall pay Consultant in accordance with Exhibit "C," titled "Fee Proposal," which is attached
hereto and incorporated herein by this reference."
Section 6. All other provisions of the Agreement shall remain unchanged by this
Second Amendment and in effect.
IN WITNESS WHEREOF, the parties have executed this Second Amendment, to be
effective as of February 6, 2024.
CITY OF '-I'9LANDS
By:
Eddie Tejeda, Mayor
ATTEST:
e Donaldson, City Clerk
CASC Engineering and Consulting, Inc.
Richard err, President
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ATTACHMENT 1
EXHIBIT "A"
SCOPE OF SERVICES
The consultant will develop plans, specifications, and estimates (PS&E) adhering to the
requirements of the City of Redlands, the General Plan, the current Standard Specifications for
Public Works Construction (Greenbook), Ca!trans Standard Specifications, and San
Bernardino County Flood Control District (SBCFCD) Standard Specifications. Please review
the project carefully and submit your proposal in accordance with the instructions provided in
the Request for Proposals (RFP). The as -built plans for the 2017 previously completed
"California Street/Redlands Intersection Improvement Project" has been attached to be used as
an example only.
The scope of work that follows is intended as a guide only. The proposer is advised to add any
critical tasks or elements which may have been overlooked, or delete any extraneous tasks
deemed not necessary to the success of the project:
A. Project Coordination:
Consultant shall include Project Management as one of the work tasks, The Consultant
shall act as a manager of the Consultant's team, including any Subconsultants. The
Consultant shall manage and coordinate all components ofthe Project and take a proactive
role in keeping all tasks on schedule and on budget and ensure timely completion of the
project. Consultant shall give prior notice to the City, and obtain acceptance from same,
before performing work outside the contract work scope and thereby contract budget
amount,
a. Hold a design kick-off meeting with City representatives to review the project in
detail, design requirements, schedule, potential concerns and cost limitations.
b. Maintain continuous communication with the City, including meetings to review
the preliminary plan and project status at 60%, and 90% completion.
e. Provide agendas for each project status meeting including items for discussion and
meeting minutes listing action items.
d. Provide an updated project schedule at each progress meeting.
e. Maintain continuous awareness of the status of each task as it proceeds and make
provisions to expedite and resolve any difficulties within the critical path.
f. Provide a presentation to City Council and additional committees as requested by
City staff.
B. Agency and Utility Coordination:
a. Coordinate with utility companies within the project limits as necessary.
b. Prepare an initial request for utility information such as atlas sheets, mapping, or as -
built plans, and notify of the need to install planned facilities around the project.
c, Coordinate with utility companies to upgrade facilities, as needed.
d. Review utility information to determine the impact ofthe project on the various
utilities, including contacting each affected utility company to determine facilities
that may interfere with proposed construction.
e. Maintain a utility matrix documenting contacts, issues, etc. with utility companies.
f. Deliverables:
- Digital submission of utility matrix.
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C. Preliminary Engineering:
a. Design Survey
i. Perform research for survey information.
ii. Perform survey and conduct data collection.
iii. Obtain topographic feature locations for a complete and accurate representation
of existing conditions within the public right-of-way.
iv. Obtain complete record drawings and other documents to show location of all
utilities, location and dimensions of all sidewalks and driveways, location of all
trees and landscaping which may be affected by the improvements; and
v. The survey and datum will be tied into the state plane coordinate system and
City benchmark.
vi. Review and analyze existing conditions.
b. Additional Design Survey
i. CASC will provide a design survey of the area outlined in red on Figure l
located below. This will include establishment of horizontal and vertical survey
control for the complete length of the project. The basis of bearings will be
referenced to the California Coordinate System of 1983, and the elevations will
be referenced to the nearest City or County Benchmarks. CASC will provide
spot elevations at a minimum of a 50' x 50' grid and locate all existing physical
features. Physical features shall include but are not limited to curbs, flow -lines,
centerlines, grade breaks, low points, angle points, spandrels, pavement
striping, surface utilities, structures, walls, trees, poles, catch basins, signs,
manhole lids, and irrigation boxes. CASC will extend the design survey
previously performed and obtain invert information as requested on figure 2
below. Survey data will be compiled into a CAD base map with a 3D surface
and one -foot contours generated. CAD base map provided by CASC will be in
model space, will not include an exhibit with sheets and points scaled to size.
Figure 1
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Figure 2
c. Field Review
i. Research and review base data documents including as -built improvement plans,
utility information and other available record data; and
ii. Conduct a design review field meeting with City staff at 60% design completion
to evaluate design recommendations against existing conditions.
iii. Field Review Deliverables:
- Minutes of design review field meeting.
The Consultant shall take the leadership role in all steps required for the approval of the
Environmental Documents, include spearheading timely approvals from Army Corps of
Engineers, California Department of Fish and Wildlife, SBCFCD, California State Water
Resources Control Board, etc. Consultant will be the sole entity to perform research,
surveys, studies, graphics, and coordination with the appropriate entitles and agencies,
and shall not expect or rely on City staff to perform this work or to supplement the
Consultant's work.
d. The consultant shall determine whether environmental work anticipated with this
project is required or whether CEQA Categorical Exemption Section 15301 (c)
applies to this project.
e. Environmental surveys, technical studies, public meetings. Consultant to prepare
considering the Project needs.
f. Environmental Documents: Prepare and process the appropriate environmental
documents for approval by the City and appropriate entities respectively.
Environmental mitigation. plans and agreements.
g. Consultant prepares with applicable resource agencies and process approvals of the
plans through regulatory agencies.
h. TRANSPORTATION PROJECT BMP DOCUMENT (TPBD) - If it is determined
that Transportation Project BMP Document is required, the Consultant will prepare
the TPBD in accordance with the requirements set forth in the Guidance. The TPBD
will generally follow the template structure included in the Guidance. The Template
includes constraints analysis that may produce the conclusion that none of the listed
BMPs in the Guidance are feasible. If a BMP is feasible, the Consultant will
incorporate them into the design to meet the Maximum Extent Practicable (MEP)
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standard based on the site -specific constraints for the project: The proposed project
is in an area that is required to address Hydrologic Conditions of Concern (HCOC)
as defined in the Guidance. The HCOC analysis and the design of appropriate Best
Management Practices (BMPs) to address HCOC will be part of the TPBD if
necessary. At least three submittals will be required regardless of BMP feasibility.
Consultant will provide an electronic copy of the TPBD for submittal with project
plans. Consultant will then revise the TPBD to incorporate comments within the
scope of services and provide revised electronic copies for each subsequent
submittal for review and acceptance.
REVISION TO JURSIDICTIONAL DELINEATION As the Project footprint has
expanded to include the area south of Redlands Boulevard within Mission Zanja
Creek, the jurisdictional limits of this reach of the creek will need to be delineated.
To identify potential jurisdictional features, a three -parameter delineation will be
conducted according to the Interim Regional Supplement to the Corps of Engineers
Wetland Delineation Manual: Arid West Region and the 1987 Corps Wetland
Delineation Manual. The biologists will delineate the jurisdictional limits of non -
wetland waters of the United States following the procedures set forth in 33 Code of
Federal Regulations 328.3(e). CASC anticipates that a routine delineation (as
defined by the United States Army Corps of Engineers [USACED, which is tailored
to the site characteristics, will be adequate. The delineation will consider any
additional information needs based on the State's Wetland Definition and
Procedures for Discharges of Dredged or Fill Material to Waters of the State as
administered by the Regional Water Quality Control Board (RWQCB), Further, the
extent of any streambed and associated riparian areas subject -to review by the
California Department of Fish and Wildlife (CDFW) under Section 1602 of the
California Fish and Game Code will be determined. One site visit will be performed
to obtain data and record on -site conditions. Results of the draftjurisdictional
delineation will require verification and approval by the USACE, the RWQCB, and
the CDFW.
i. Deliverable: Consultant previously provided the City with a Jurisdictional
Delineation Report (dated August 2023) for the reach of the Creek that is north
of Redlands Boulevard. Consultant will amend the August 2023 report to
include the results of these field studies, update all geospatial data, and figures in
an amended Jurisdictional Delineation Report. The report will be suitable for
submittal to the involved agencies for purposes of jurisdictional delineation
approval, permit applications, and for inclusion as a technical appendix. The
report will identify and quantify jurisdictional areas and features, including a
breakdown of wetlands and non -wetland waters of the United States, waters of
the State, and CDFW jurisdictional areas. The report will also identify features
as earthen or concrete. An estimate of permanent and temporary impacts (as
well as earthen versus concrete) resulting from the discharge of fill material into
jurisdictional areas will not be included in this delineation report but will be
provided upon request. Upon receipt of comments from the resource agencies,
Consultant will revise the draft report and submit a final report. This task
includes responses to one round of consolidated comments. Should project plans
and/or the project description change after the impact analysis has been
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J.
conducted, and/or if additional rounds of comments and/or additional
coordination is required, a budget augment will be necessary to complete the
additional work.
Additional Biological permitting services - Consultant will prepare permit
applications accordingly. Changes to Project design during or after preparation of
the package may necessitate a budget augment. Each application packet will be
reviewed with the Project team prior to submittal to the respective agencies. Any
additional coordination and requests by agencies for additional information not
available to Consultant prior to submittal may necessitate a budget augment.
Consultant anticipates up to three correspondence efforts with the agencies for this
scope of work. Consultant assumes the Project will only require a nationwide permit
and not an individual permit (which would require more environmental and an
alternatives analysis).
k. Consultant will update the Initial Study according to the revisions to the Project.
This includes updating the Project Description, text, tables, and exhibits. If'
additional revisions are requested outside of this service, they will be provided under
separate authorization.
I. Based on the proposed revisions to the Project, Consultant will update applicable
technical studies (Geotechnical, Cultural, Paleontological, Air Quality, GI-IG,
Construction Noise, and Biological) accordingly. This includes updates to the
Project Description, text, tables, and exhibits. Lithe proposed changes require
updates to the analyses, services will be provided under separate authorization.
D. Final Engineering:
Plans, specifications, and estimates shall be provided at levels of completion of
approximately 60%, 90%, and 100% (Mylar). The City will provide review comments at
the concept, 60% and 90% design stage. It is expected that 100% plans will be complete.
Plans shall conform to the requirements of the City of Redlands, the General Plan, the
current Standard Specifications for Public Works Construction (Greenbook), Caltrans
Standard Specifications, and County of San Bernardino Flood Control District (SBCFCD)
Standard Specifications. and shall be prepared utilizing AutoCAD software. All work
identified herein shall be approved by a Professional Engineer registered within the State of
California.
Project plans shall include, but are not limited, to the following:
i. Title and construction detail sheets;
ii. Civil design plans. Plans shall include removals, existing and proposed
improvements, utility base mapping, etc. Where necessary, the plans shall define
limits of repairs to pavement, curb, gutter, sidewalk, ADA upgrades, etc. The
plans shall be at a horizontal scale of 1 "=20' or 1"=40' where appropriate;
iii. Signing and striping plans at a horizontal scale of 1 "=40'. Signing and striping
plans shall be prepared and meet criteria established in the MUTCD, latest
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edition;
iv. Submit 60% and 90% completion plans for City's review and comments. Revise
plans based on City comments; and
v. Submit 100% plans (mylars) and project specifications.
vi. Revisions to Final Engineering — Update drawings to extend the proposed triple
RCP upstream to meet the existing triple RCB under California Street. These
revisions will include the following:
Removal of approximately 92 linear feet of existing 7.6'Hx25' W RCB.
Removal of the existing upstream pcc transition structure.
Install approximately 145 additional linear feet of new 11'Hxl8'W triple
RCB with connection to existing triple RCB.
Provide existing storm drain lateral connections to new triple RCB.
In performing said service, the consultant shall use, whenever possible, the boilerplate
specifications prepared and approved by the City. All drawings and specifications shall
be adequate and sufficient for the City to solicit bids for the award of the construction
contract for said work.
i. Deliverables:
- Two sets of full size plan submittals at 60% and 90% completion milestones;
- One full size Mylar set of 100% drawings; and
- DVD containing bid package in PDF, AutoCAD and Microsoft Word.
E. Cost Estimates:
Prepare quantity calculations and final construction cost estimates in accordance with City
requirements to meet established project budget.
i. Deliverables:
- Cost estimate at Concept, 60%, 90% and 100% design; and
- Electronic files of 100% cost estimates.
F. ,Specifications:
Prepare Technical Specifications to be used in conjunction with the City boilerplate
specifications. Preparation of all required Federal/State documents to be included in the
specifications.
i. Deliverables:
- Specifications at the 60%, 90% and 100% completion milestones; and
- Electronic files of 100% specifications.
G. Prc]jcct Advertisement. Services:
Consultant shall provide support during bidding. Work includes, but is not limited to, the
following:
i. Respond to Requests for Information (RFls) during the project advertisement
period, and log questions and responses. All communication shall be directed to
the City for issuance to the bidders, at no time shall the consultant respond
directly to bidders; and
ii. Prepare addenda as necessary with coordination and issuance by the City.
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Hi. Deliverables:
- Tabulated Response to RFIs & Addendums, as necessary.
H. Construction, Support Services:
Consultant shall provide support during construction. Work includes, but is not limited to,
the following:
i. Provide response to contractor's requests for information (RFI) regarding the
project forwarded to the consultant by the City. This task includes conferring
with the City's Construction Manager regarding the RFI, as appropriate. All •
communication shall be directed to the City for issuance to the Contractor, at no
time shall the Consultant respond directly to Contractor;
ii. Review and approve shop drawings; and
Regularly scheduled construction observation is specifically excluded from this
scope of work.
I. Prepare Record Drawings (As -built):
Within sixty days following the completion and acceptance of the project, furnish City
with a complete set of revised original tracings showing as -built conditions. Revisions
will be solely based on as -built information provided by the City's Construction
Manager and the Contractor. Consultant assumes no responsibility for the accuracy of
the information provided by the City's Construction Manager and the Contractor.
i. Deliverables
a. Furnish a complete set of revised original record drawings.
b. Revise record drawings based on the revised design scope. These
revisions will be limited to the sewer main re -alignment at the
intersection of California Street and Redlands Blvd.
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ATTACHMENT 2
EXHIBIT "B"
Project Schedule
D IQ Tack Mode Task Name F7urauon Start Finish
1 it "Re -start" Kickoff Meeting 1 day Mon 11/27/23 Mon 11/27/23
2 or, Additional Design Survey 10 days Tue 11/28/23 Mon 12/11/23
3 Er, PTR 4 days Tue 11/28/23 Fri 12/1/23
4 1r. Additional Research and Base Mapping 4 days Tue 12/12/23 Fri 12/15/23
5 TTi. owl Project Initiation/Description 10 days Tue 1/23/24 Mon 2/5/24
6 o. City Review Project Description 5 days Tue 2/6/24 Mon 2/12/24
7 g Technical Studies 24 days Mon 10/3/22 Thu 11/3/22
8 r., Biological Evaluation 24 days Mon 10/3/22 Thu 11/3/22
9 I or. Draft IS/MND 106 days Mon 10/3/22 Thu 3/9/23
10 r Prepare Admin. IS/MND 10 days Mon 10/3/22 Fri 10/14/22
11 or, City Review 15 days Mon 10/17/22 Fri 11/4/22
12 Il.. Prepare Draft IS/MND 5 days Mon 11/7/22 Fri 11/11/22
13 r, City Review 10 days Mon 11/14/22 Tue 11/29/22
14 WI Circulate Draft IS/MND 30 days Mon 11/7/22 Tue 12/20/22
15 or, IS/MNDResponse to Comments 5 days Wed 12/21/22 Wed 1/4/23
16 n City Review Response to IS/MND comments 10 days Thu 1/5/23 Wed 1/18/23
17 Planning Commission 10 days Thu 1/19/23 Wed 2/1/23
18 on City Council 26 days Thu 2/2/23 Thu 3/9/23
19 ®; Final Engineering 160 days Mon 12/18/23 Fri 7/26/24
20 �� Revised 60% Submittal 71 days Mon 12/18/23 Mon 3/25/24
21 ii ar. Street Improvement Plan 21 days Mon 12/18/23 Mon 1/15/24
22 i. Channel Improvement Plan 25 days Tue 1/2/24 Mon 2/5/24
23 w4 Water Improvement Plan 3 days Tue 2/6/24 Thu 2/8/24
2•1 o. Traffic Signal Modification 10 days Tue 2/6/24 Mon 2/19/24
25 s, Utility Relocation Coordination 7 days Tue 2/6/24 Wed 2/14/24
76 on ROW Mapping 4 days Tue 2/6/24 Fri 2/9/24
27 i'A en Specs and Estimates 5 days Tue 2/20/24 Mon 2/26/24
28 In 1st submittal City 20 days Tue 2/27/24 Mon 3/25/24
29 74 a"+ 1st submittal Flood Control 20 days Tue 2/27/24 Mon 3/25/24
30 ! 90% Submittal 56 days Mon 4/1/24 Mon 6/17/24
31 or. Street Improvement Plan 12 days Mon 4/1/24 Tue 4/16/24
32 a+ Channel Improvement Plan 13 days Wed 4/17/24 Fri 5/3/24
33 n Water Improvement Plan 6 days Mon 5/6/24 Mon 5/13/24
34 P, Traffic Signal Modification 5 days Wed 4/17/24 Tue 4/23/24
35 I, Utility Relocation Coordination 7 days Tue 5/14/24 Wed 5/22/24
36 ine4 ROW Mapping 2 days Tue 5/14/24 Wed 5/15/24
37 n Specs and Estimates 5 days Tue 5/14/24 Mon 5/20/24
38 in 2nd submittal City 20 days Tue 5/21/24 Mon 6/17/24
39 In 2nd submittal Flood Control 20 days Tue 5/21/24 Mon 6/17/24
40 ,r1 100% Submittal 29 days Tue 6/18/24 Fri 7/26/24
41 In Street Improvement Plan 5 days Tue 6/18/24 Mon 6/24/24
4? or, Channel Improvement Plan 5 days Tue 6/18/24 Mon 6/24/24
43 in Water Improvement Plan 5 days Tue 6/18/24 Mon 6/24/24
44 !', Traffic Signal Modification 5 days Tue 6/18/24 Mon 6/24/24
45 in Utility Relocation Coordination 7 days Tue 6/25/24 Wed 7/3/24
46 ®; ROW Mapping 2 days Tue 6/25/24 Wed 6/26/24
47 uri Specs and Estimates 5 days Tue 6/25/24 Mon 7/1/24
48 n 3rd submittal City 15 days Tue 7/2/24 Mon 7/22/24
49 or. 3rd submittal Flood Control 15 days Tue 7/2/24 Mon 7/22/24
50 W. Bid Phase 30 days Mon 7/22/24 Fri 8/30/24
S1 JFi an RFI's 30 days Mon 7/22/24 Fri 8/30/24
ATTACHMENT 3
EXHIBIT 1"C'1
Fee Schedule
TASK DESCRIPTION
TOTAL
Nam
Mt Pw
TOTAL
Additional Cott
Otand Total
A. ProInt Monoprm0'nl
. r,4,9 hlrr .ng
Katull Mlrlrrla'fS
11
51a nU
Yl'. 0;
5 10 0/1
CK1
510 Mr
11
1.14011r]
7 910110
11000
1..3:0 ,0C
8r.11131
TO 10 G1
15
12;2 CC
f/0) 011
Subtotal
d AGtML7 AND U)IIIIYCOOROINAIION
49
1,130.00
8,397.00
4,300.00
11,197 00
111r111) and Rt 130,11 Nesel'rh Mapping ana Coor,llnar,nn
84
1`915104
12.1111. 011
Subtotal
{ ➢R[tIM1NARY Miet/31e9MG
64
105.00
12 915.00
12,915.00
I5
/ 14400
'.54000
IS[U 00
Pr Xi4r)rr.uy T113 Anlvvl Av,1r,3
1.1
1 1:0 iC
11100n
. x, . u,t 1, un.) N.t:, Mrp: - .4
16
1.310 CC
2 640 00
I rr ll 71.r.'-31,0n .,-0:111'of ROW
71
1. 7'?': n:
7 /95 00
f1•r1,t1'3 ,3,31,.I.15t..4.31
10
1,430 00
3 0/4 00
10/400
Sublulot
99
1,48000
19,763.00
7.400.00
77,261.0/1
MI TM T[CYNICAL SSW/CIS
7,,,1 1 host 621r,t 03,0e.'•:r0
1015CC
1,015 MI
T,nk 2 Au131,7 r1 PrnO•unl frdmlul Studies
0
.-.. •r,l....., .,I ,..r „.:,11.,:r r: r:i,l
1
21. IPA 511
11651 N:
Ilv:1!on
S0e"_I •i11
0
1:,151 ;11
12.557.'0
I1',311101
15,561511
a r 1r..,, .::: r•1(�'. r�::.,:r .1: ,:: ,r:t1i•:I �:,'.
11
1,42a120
ii
0
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r_'+.10i,:
I00'ol;N4
5.1:,113I
0• ..''I-.. r. 1.1' l,,rr1
5':
1 !101)C
11•CO 0:1
Io.810 ro
7'I/ i',.,•,',. 1,, r11:,,..1.1, .: I.S51) 5,33
SI
:1.1681CC
1.:131 MI
11.13100
Pr ru„a 11r311 ,S' :!:•1[). 3..''10l,i),•l p
16
L,. 1:1 01
(.11200
P.r{r„r 7:'I,1•c tit r1115il.,taa .., 1.11/1, P.14181,
23.
1.394 C:
1 694 110
7'.1L 1 l r.p4'. ➢-, r,,,,..,1„ (. ren,. , 1,
1
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7•,I 3 Me., 4Irli C,n,•I'.'.,I,,r:.
71)
50 '2 (C
10/70)
r , r.9-:•,, r, �..1- h.,: 1 >so:
1011-)CC
115 (KO) 00
27,00700
71.000011
19.0W00
1.'I000 00
Sobrolul
714
54,164.00
65,92000
69,50000
155,420.00
1. ft9A1INGIN01411
1157.L
t16
V.17000
4.1,11it/
11.14000
I ,.b,11n,16v ',Irwin,. Plur,
/ 110 MI
1,.4100[1
Ill:
1 I, ICO40
1Mtr10 C!
11.11'.l')/
41,98',00
1 er lnlpinl•e 3110111 ul_n,l,-nu,1111,,i3o,,;
1 /i,100
2.211101
,,/.03 1,3,.„+1331 01.I0
1r,
r i. ['XIr;,1
1,. 1'7J O:1
I, , _. r 1-r•.r !'1
0
n2000
11101t1
a07,11111
1194000
r, ,,.1,
6
2/4410)
I,S:i1C.:
4:i00
1850/AI
•." ','-,•.
12
1250,1
1,115. it,
110 CO
7.i..i101
NW, II.,I Due.:. ,-re I•
1 "' •^ •" I •
1!
6, 36.0.00
1 11,213/
11'?)') OIS
55.tr02,
4,1;000
4 69000
7.450131
14 175 LW
10 095 00
24.7200n
...�, r._ r. ,. ._.,. ... _...
1 930 00
1. 930n0
...' .1.,L.,....• ,
71
3 19500
708500
5 /:31011
❑ic.: Sr,eO ...__.,. n,;,.,
0
55000
55000
1./It. 00
1,78-,011
5
16500
'I;., 1:0
0,,21
1 S1,110
•- r .r
17
16100
2,7100C
an';:R,1
1 25S IA!
100•, Suln,'11.41,3 n, ,'1,
It.
2.11000
22•,.'3/
i.e.:-. co
..r.
- r.
1./Ili 0u
/ 140/OO
_. ..•. •.•
r., ..•.
I,
lsr1.00
..11•...
611011
11L,10I
,u n., ,u:., ,
-m ,. II .1. 11
11 ,,.,,..
'Ir„tat
4u•, ,
1 285CC
12...11
1.7101111
0
17000
1101Y1
22020
1.1400,1
117 .41
1./ 50
;'u1 41
L.157 50
r..
I:
117•u1
2 011 5C
4/500
2 50/ 50
Subtotal
451
76.910.00
91,725.0e
11,145. CO
167,870. no
Oia➢Aare Suppartl[Au I1301L5
17E000
11E1,011
)0:70110
Il
010011
42011111
/41:00
870,n]
4171 A1,1, I1r,31.In SIrullur41
0
a500O
,5'.)00
650(31
1012106e1
IS
1,540.00
2,300,00
4440
4.240,00
, (on1L>4H6!n ➢hate Sapp..? CAS(u0d f/S
717500
!_17, INl
4,15000
115 C.:
1. 115 00
1, 210 00
,1, 74',
1/00,1
10
I.',))) 1111
01;
Ill 41r m ,. a„ Ilrr,n,:l 5;r3. 13, al
;taco
Ni001
Subtotal
Rttad 0rc.v,a01
10
1,770 00
5,970.00
6,170.00
17,290,00
•.•3
11250C
4:0-0/
1.2200,1
•
11
47500
4 /5 00
1110500
1 540 110
lo<e•1411n,n 51'.,,..,'.1
0
840 MI
84000
P40C,1
Subtotal
9
1,115.00
1,740.00
1,210.00
4,150,00
R, captain
11
11100 00
Sublulnl
1-07A1
944
2.060.00
7,000.00
940714 ( S711,93000 J16711640 _
2,000.00
S348,61.00