2013-12-16 full current packet (1)

8/13/2019 2013-12-16 Full Current Packet (1)

1/329

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SPOKANE CITY COUNCIL CURRENT AGENDA MONDAY,DECEMBER 16,2013

Page2

"24> "#,3"28 @:26;23% $6$$2#3

"#$ %&'%()$ (* +#,) -$$+,./ ,) *(' 0(&.1,2 3$-4$')5 0,+6 7+8** 8.9 0(&.)$2 +( '$:,$; +#$ 0&''$.+Agenda for this evenings Council Meeting. 0(&.1,2 ;,22 89(%+ +#$ +$-) -86 4$ -(:$9 +( +#$ ?@AA %=-= B$/,)28+,:$7$)),(. *(' *('-82 1(.),9$'8+,(. 46 +#$ 0(&.1,2 8+ +#$ '$C&$)+ (* 8.6 0(&.1,2 3$-4$'=

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3/329


Page3

@:26;23% $6$$2#3(3:30 p.m.)

(Council Chambers Lower Level of City Hall)(No Public Testimony Taken)

Council Reports

Staff Reports

Committee Reports

Advance Agenda Review

Current Agenda Review

571232$4:54296 $6$$2#3Roll Call of Council

"#3$634 5%6375REPORTS, CONTRACTS AND CLAIMS RECOMMENDATION

The following item (OPR 2013-0864) will be considered under Special Considerations ItemS1.a.1. Collective Bargaining Agreement with the PoliceGuild covering wages and benefits for 2012-2015

2012: $778,501; 2013: $744,665; 2014: $900,439; 2015:$950,972.

OPR 2013-0864

2. Purchase of two 2013 Ford F250 Pickup Trucks fromColumbia Ford (Longview, WA) utilizing WashingtonState Contract #06912$54,672.18 (including tax).

Approve OPR 2013-0865

3. Purchase of an Adaptive Signal Control TechnologySystem for the North Division Corridor from WesternSystems (Everett, WA) utilizing State Contract

#03709

$282,879.67.

Approve OPR 2013-0866ENG 2011075

4. Bid of KVA Electric, Inc. (Arlington, WA) forupgrading existing Switchgear at Switchyard #1Upriver Dam$92,331.95.

Approve OPR 2013-0867BID 3978-13

5. Low Bids of:

a. Garco Construction, Inc. (Spokane, WA) forUnderhill CSO (34-2) Storage Facility and Freya-

ApproveAll PRO 2013-0035ENG 2011144


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Page4

Thor Trunk$7,688,700 (plus tax). Anadministrative reserve of $768,870 (plus tax),which is 10% of the contract price plus tax, will beset aside.

b. Aztech Electric, Inc. (Spokane Valley, WA) for

Hamilton Street / Nevada Street PedestrianCountdown Timers$29,531. An administrativereserve of $2,953.10, which is 10% of the contractprice, will be set aside.

PRO 2013-0036

ENG 2012072

The following item (OPR 2012-0649) has been tabled indefinitely:

6. Contract amendment to provide additional funds toOtto Klein and Summit Law Group (Seattle, WA) forSpecial Counsel and arbitration services related toPolice Guild Negotiations$60,000.

OPR 2012-0649

7. Contract Renewal with Northwest Vital RecordsCenter, Inc. (Spokane, WA) for off-site recordsstorage and retrieval services for City departmentsfrom January 1, 2014, through December 31, 2014estimated $50,000.

Approve OPR 2010-0936RFP 3745-10

8. Encumbrance for additional relocation expenses forRicky Rigg and Qin Zhao, dba AM Towing (Spokane,WA) in conjunction with the Combined SewerOverflow 33-1 projectincrease of $25,000 for a totalof $145,000.

Approve &Authorize

OPR 2011-0973ENG 2010089

9. Supplemental Agreement No. 1 with Epic LandSolutions, Inc. (Spokane, WA) for Real Estate Right-of-Way Acquisition and Relocation On-CallServicesnot to exceed $250,000. Total contractamount: $550,000.

Approve OPR 2012-0858

10. Grant Agreement with the State of WashingtonDepartment of Ecology for 2013-2015 MunicipalStormwater Capacity Grant Program$170,000revenue.

Approve OPR 2013-0868ENG 2013220

11. Grant/Loan Agreements with the State of WashingtonDepartment of Ecology for:

ApproveAll

a. Combined Sewer Overflow 24, 25 and 26 ControlFacilities$1,195,000 revenue.

OPR 2013-0869ENG 2010088

b. Combined Sewer Overflow (CSO) Basin 34-2 and34-3 Control Facilities$20,719,000 revenue.

OPR 2013-0870ENG 2011144/45


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Page5

c. Combined Sewer Overflow (CSO) 34-1 ControlFacilities$3,478,000 revenue.

OPR 2013-0871ENG 2012088

d. Cochran Basin Stormwater Conveyance$2,000,000 revenue.

OPR 2013-0872ENG 2012500

e. Union Basin

$1,000,000 revenue. OPR 2013-0873ENG 2013221f. Wet Weather Integrated Strategic Planning

$5,220,000 revenue.OPR 2013-0874

ENG 2013600

12. Contract with Corvell Healthcare Corporation(Seattle, WA) to provide medical bill review andrelated services for the City Workers' Compensationprogram for three years beginning January 1, 2014$80,000. (Contract may be extended for twoadditional one-year periods).

Approve OPR 2013-0875BID 3932-13

The following item (PRO 2013-0037) will be considered under Special Considerations ItemS2.13. Contract Award for Design-Build Services for the

Nelson Service Center to Garco Construction, Inc. asthe Design-Build General Contractor and Bernardo-Wills Architects as the Architect and Designer ofRecord$14,200,000.

PRO 2013-0037ENG 13633

BID 3970-13

14. Report of the Mayor of pending:

a. Claims and payments of previously approved

obligations, including those of Parks and Library,through December 9, 2013, total $5,120,073.04,with Parks and Library claims approved by theirrespective boards. Warrants excluding Parks andLibrary total $5,064,303.48.

b. Payroll claims of previously approved obligationsthrough December 7, 2013: $5,930,833.20.

Approve &AuthorizePayment CPR 2013-0002

CPR 2013-0003

6D6",4296 $6$$2#3(Closed Session of Council)

(Executive Session may be held or reconvened during the 6:00 p.m. Legislative Session)

"24> "#,3"28 $6$$2#3(May be held or reconvened following the 3:30 p.m. Administrative Session)

(Council Briefing Center)


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Page6

This session may be held for the purpose of City Council meeting with Mayoralnominees to Boards and/or Commissions. The session is open to the public.

86%2$854296 $6$$2#3(6:00 P.M.)(Council Reconvenes in Council Chamber)

WORDS OF INSPIRATION

PLEDGE OF ALLEGIANCE

ROLL CALL OF COUNCIL

ANNOUNCEMENTS(Announcements regarding Changes to the City Council Agenda)@#5:7$ 537 "#112$$2#3$ 5==#2341634$(Includes Announcements of Boards and Commissions Vacancies)APPOINTMENTS RECOMMENDATIONPlan Commission: Two Reappointments Confirm CPR 1981-0295Northeast Development Advisory Board:One Appointment and One Reappointment

Confirm CPR 2010-0038

CITY ADMINISTRATION REPORT

"#,3"28 "#1124466 :6=#:4$(Committee Reports for Finance, Neighborhoods, Public Safety, Public Works, andPlanning/Community and Economic Development Committees and other Boards and Commissions)

#=63 ;#:,1This is an opportunity for citizens to discuss items of interest not relating to the Current or AdvanceAgendas nor relating to political campaigns/items on upcoming election ballots. This Forum shall befor a period of time not to exceed thirty minutes. After all the matters on the Agenda have been actedon, unless it is 10:00 p.m. or later, the open forum shall continue for a period of time not to exceedthirty minutes. Each speaker will be limited to three minutes, unless otherwise deemed by the Chair.If you wish to speak at the forum, please sign up on the sign-up sheet located in the Chase Gallery.


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Page7

86%2$854296 5%6375

3# 616:%63"> @,7%64 #:72353"6$

3# 616:%63"> #:72353"6$

3# :6$#8,42#3$

;2358 :65723% #:72353"6(Require Four Affirmative, Recorded Roll Call Votes)

ORD C35068 Relating to sitting, lying on sidewalk in a designated zone; amendingSpokane Municipal Code Section 10.10.026.

ORD C35069 (To be considered under Special Considerations Item S1.b.)

;2:$4 :65723% #:72353"6

First Reading of ORD C35609 was held on Monday, December 9, 2013. Final Reading willbe considered under Special Considerations Item S1.b.ORD C35069 Relating to the Office of Police Ombudsman; amending SMC Sections

4.32.010, 4.32.020, 4.32.030, 4.32.060, 4.32.070, 4.32.080, 4.32.090,4.32.100, 4.32.110, 4.32.140, 4.32.150, and 4.32.160.

$=6"258 "#3$276:542#3$(If there are items listed you wish to speak on, please sign your name on the sign-up sheets in theChase Gallery).

RECOMMENDATION

S1. a. Collective Bargaining Agreement with thePolice Guild covering wages and benefits for2012-20152012: $778,501; 2013: $744,665;2014: $900,439; 2015: $950,972.

Approve &AuthorizeContract

OPR 2013-0864

b. Final Reading Ordinance relating to the Office

of Police Ombudsman; amending SMCSections 4.32.010, 4.32.020, 4.32.030, 4.32.060,4.32.070, 4.32.080, 4.32.090, 4.32.100, 4.32.110,4.32.140, 4.32.150, and 4.32.160.

Pass Upon

Roll CallVote

ORD C35069

S2. Contract Award for Design-Build Services for theNelson Service Center to Garco Construction, Inc.as the Design-Build General Contractor andBernardo-Wills Architects as the Architect andDesigner of Record$14,200,000.

Approve &AuthorizeContract

PRO 2013-0037ENG 13633

BID 3970-13


8/329


Page8

Request for suspension of Council Rules to add the following item:

S3. Update on action steps taken by City Council tomove forward on Downtown Livability Initiative.

Accept CPR 2013-0851

3#


9/329

Agenda Sheet for City Council Meeting of:"#$"%$#&"'

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)+,-./ 01234 5166.7788

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For further information, please contact Rick Romero, Director of Utilities Division 625-6361 or [email protected].

9+,A8/7

Purchase of two !ton pickup trucks for the Water Department.

!B/3C21+DE

Purchase two Ford F-250 pickup trucks utilizing the Washington State contract for$54,672.16 including tax.

#6FB/7

These trucks will replace units that have reached the end of their economic servicelives.

*/7.1D

Recommend approval

%+DE.DC

Funds are available in the Water Departments 2013 budget.


11/329


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North Division Adaptive Signal Control Technology (ASCT) vehicle detection.

&1?8@A;

Procurement of an ASCT system for the North Division corridor is underway. In order tooptimize ASCT performance, additional vehicle detection is needed at each of the twelveproject intersections. Lane-by lane stop bar and advanced detection is necessary tothoroughly evaluate traffic flow. Adaptive algorithms use this detector data in conjunctionwith high resolution signal timing data to achieve operational objectives set by the signalsystem operator. Operational objectives include directional progression, equitabledistribution, smooth flow and combinations of these objectives and will be established by timeof day.

Existing loop detection that is fully functional will be utilized. Where loops are unavailableSensys Wireless Vehicle Detection System will be employed. This wireless system utilizesmagneto-resistive sensors, utilizing low power radio technology to transmit data. The SensysSystem was selected after City Signal & Lighting completed an in-field evaluation of severalsystems including: PEEK IQ video detection; Iteris Video Detection; FLIR thermal detection;MSSEDCO microwave detection and Wavetronix Matrix microwave detection. In theabsence of loop detection, Sensys System proved the most reliable detection in field trials,provides a user-friendly interface and is affordable.

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City Of Spokane

Engineering Services Department

* * * Bid Tabulation * * *

Project Number: 2011144

Project Description CSO 34-2 Original Date

Update DatePreparerFunding Source

Addendum

10/24/2013 1:08:07 PM

11/25/2013 4:14:50 PM

Michael MyersFederal

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount

Garco ConstructionInc

Unit

Price Amount

ClearwaterConstruction &Mana ement

Unit

Price Amount

Halme ConstructionInc

Unit

Price Amount


01Schedule

Schedule Description Tax Classification

Not Public Street Improvement

101 POST-CONSTRUCTIONSURVEYING

5,050.00 10,700.00 5,600.001 * * * * * * 5,000.00 * * * * * ** * * * * * * * * * * *LS

102 REIMBURSEMENT FORTHIRD PARTY DAMAGE

1.00 1.00 1.001 1.00 1.00 1.001.00 1.00EST

103 SPCC PLAN 1,010.00 600.00 500.001 * * * * * * 907.50 * * * * * ** * * * * * * * * * * *LS

104 POTHOLING 3,410.00 3,894.00 7,260.0022 550.00 12,100.00 177.00155.00 330.00EA

105 MOBILIZATION 767,696.00 589,400.00 803,500.001 * * * * * * 509,300.00 * * * * * ** * * * * * * * * * * *LS

106 PROJECT TEMPORARYTRAFFIC CONTROL

20,200.00 34,200.00 28,700.001 * * * * * * 55,000.00 * * * * * ** * * * * * * * * * * *LS

107 SPECIAL SIGNS 1,458.00 1,320.00 1,200.00120 20.00 2,400.00 11.0012.15 10.00SF

108 SEQUENTIAL ARROWSIGN

1,260.00 700.00 980.00700 4.25 2,975.00 1.001.80 1.40HR

109 PORTABLECHANGEABLE MESSAGESIGN

1,920.00 1,200.00 1,248.00400 6.25 2,500.00 3.004.80 3.12HR

110 TYPE III BARRICADE 2,091.00 1,785.00 1,703.4051 75.00 3,825.00 35.0041.00 33.40EA

111 CLEARING ANDGRUBBING

30,300.00 35,600.00 65,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

112 MATERIALS ON HAND,TREE PROTECTION

1,212.00 1,400.00 1,200.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS

113 PRIVATE TREE ROOTTREATMENT

4,545.00 5,295.00 13,500.0015 220.00 3,300.00 353.00303.00 900.00EA

114 PUBLIC TREE STUMPGRINDING

304.00 400.00 1,800.002 400.00 800.00 200.00152.00 900.00EA

Wednesday, November 27, 2013 Page 1


31/329

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount


Unit

Price Amount

ClearwaterConstruction &Management

Unit

Price Amount


Unit

Price Amount


01Schedule



115 REMOVE EXISTING CURB 6,805.00 8,166.00 4,083.001361 3.30 4,491.30 6.005.00 3.00LF

116 REMOVE CEMENTCONCRETE SIDEWALK

AND DRIVEWAY

5,922.00 6,580.00 2,632.00658 6.60 4,342.80 10.009.00 4.00SY

117 REMOVE INTEGRALCEMENT CONCRETESIDEWALK AND CURB 7'WIDE

1,845.00 2,160.00 1,260.00180 24.20 4,356.00 12.0010.25 7.00SY

118 REMOVE MANHOLE,CATCH BASIN ORDRYWELL

3,542.00 4,200.00 3,290.0014 825.00 11,550.00 300.00253.00 235.00EA

119 REMOVE EXISTING 24"DIAM. CONCRETE

STORM PIPE AND 8"GAS LINE

3,060.00 3,315.00 3,952.50255 110.00 28,050.00 13.0012.00 15.50LF

120 SAWCUTTING FLEXIBLEPAVEMENT

1,310.00 1,310.00 327.501310 1.10 1,441.00 1.001.00 0.25LFI

121 SAWCUTTING RIGIDPAVEMENT

380.00 380.00 425.60380 2.80 1,064.00 1.001.00 1.12LFI

122 EXISTING FENCEREMOVAL ANDREINSTALL INUNDERHILL PARK

810.00 1,200.00 640.0020 33.00 660.00 60.0040.50 32.00LF

123 PARK PICINIC TABLEAND PEDESTAL GRILLREMOVAL AND

REPLACEMENT

4,545.00 7,101.00 3,960.003 3,300.00 9,900.00 2,367.001,515.00 1,320.00EA

124 REMOVE , STORE ANDREINSTALL ROCKBOULDERS (UNDERHILLPARK)

690.00 828.00 897.0069 55.00 3,795.00 12.0010.00 13.00EA

125 ADDITIONAL ROCKBOULDERS (UNDERHILLPARKING LOT)

910.00 1,100.00 500.0010 165.00 1,650.00 110.0091.00 50.00EA

126 REMOVE ANDREINSTALL EXISTINGLIGHT POLE(VOLLEYBALL COURT)

1,135.00 7,100.00 5,600.001 5,500.00 5,500.00 7,100.001,135.00 5,600.00EA

127 REMOVE AND REPLACEPARKING LOT LIGHT

POLE

30,300.00 21,300.00 21,900.003 4,400.00 13,200.00 7,100.0010,100.00 7,300.00EA

128 ROADWAY EXCAVATIONINCL. HAUL

52,269.00 57,771.00 45,116.402751 13.20 36,313.20 21.0019.00 16.40CY

129 REMOVE UNSUITABLEFOUNDATION MATERIALINCL. HAUL

13,520.00 15,210.00 1,690.001690 33.00 55,770.00 9.008.00 1.00CY

130 REPLACE UNSUITABLEFOUNDATION MATERIALINCL. HAUL

30,758.00 35,490.00 1,690.001690 27.50 46,475.00 21.0018.20 1.00CY



32/329

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount


Unit

Price Amount


Unit

Price Amount


Unit

Price Amount


01Schedule



131 COMMON BORROWINCL. HAUL

77,745.00 87,600.00 50,370.0010950 12.10 132,495.00 8.007.10 4.60CY

132 PREPARATION OFUNTREATED ROADWAY

23,802.00 23,802.00 13,924.1711901 3.90 46,413.90 2.002.00 1.17SY

133 SHORING 165,000.00 108,600.00 120,000.001 * * * * * * 134,000.00 * * * * * ** * * * * * * * * * * *LS

134 CONTROLLED DENSITYFILL

4,646.00 5,520.00 8,740.0046 220.00 10,120.00 120.00101.00 190.00CY

135 STRUCTUREEXCAVATION CLASS AFOR STORAGE FACILITYINCLUDING HAUL

324,300.00 366,600.00 245,340.0028200 12.10 341,220.00 13.0011.50 8.70CY

136 EXTRA WORKALLOWANCE FOR ROCKEXCAVATION

30,525.00 35,750.00 26,400.00550 110.00 60,500.00 65.0055.50 48.00CY

137 GRAVEL BACKFILL FORWALLS INCL. HAUL

16,650.00 19,980.00 19,785.75555 44.00 24,420.00 36.0030.00 35.65CY

138 PEA GRAVEL 765.00 1,800.00 832.5015 55.00 825.00 120.0051.00 55.50CY

139 CRUSHED SURFACINGTOP COURSE

20,513.00 24,166.00 23,323.00562 44.00 24,728.00 43.0036.50 41.50CY

140 CRUSHED SURFACINGTOP COURSE FOR

SIDEWALKS &DRIVEWAYS

1,769.00 2,088.00 1,479.0029 82.50 2,392.50 72.0061.00 51.00CY

141 CRUSHED SURFACINGBASE COURSE FORPAVEMENTREPLACEMENT

54,811.00 39,947.00 38,553.50929 44.00 40,876.00 43.0059.00 41.50CY

142 CRUSHED SURFACINGBASE COURSE FORSTORAGE FACILITY

29,250.00 34,320.00 47,580.00780 44.00 34,320.00 44.0037.50 61.00CY

143 GRAVEL ROADSTABILIZER

6,072.00 4,800.00 4,800.0024 550.00 13,200.00 200.00253.00 200.00TO

144 HMA CL. 1/2 IN. PG 64-28, 4 INCH THICK

111,197.00 124,279.00 118,522.926541 20.00 130,820.00 19.0017.00 18.12SY


43,165.00 49,840.00 47,472.601780 30.00 53,400.00 28.0024.25 26.67SY

146 HMA FOR TRANSITION,CL. 1/2 IN. PG 64-28, 2INCH THICK

6,969.00 8,220.00 7,668.0060 66.00 3,960.00 137.00116.15 127.80SY

147 COMPACTION PRICEADJUSTMENT

4,000.00 4,000.00 4,000.001 4,000.00 4,000.00 4,000.004,000.00 4,000.00EST

148 JOB MIX COMPLIANCEPRICE ADJUSTMENT

1.00 1.00 1.001 1.00 1.00 1.001.00 1.00CAL



33/329

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount


Unit

Price Amount


Unit

Price Amount


Unit

Price Amount


01Schedule



149 CAST IN PLACECONCRETE

2,565,000.00 2,765,070.00 3,052,350.005130 715.00 3,667,950.00 539.00500.00 595.00CY

150 COMMERCIALCONCRETE

103,530.00 99,267.00 133,980.00609 220.00 133,980.00 163.00170.00 220.00CY

151 PRE-CAST CONCRETEHARTSON CONNECTORVAULT

97,000.00 99,600.00 101,100.001 * * * * * * 49,500.00 * * * * * ** * * * * * * * * * * *LS

152 WATERPROOFING 38,433.00 45,117.00 41,674.74557 49.50 27,571.50 81.0069.00 74.82SY

153 EPOXY COATING 4,760.00 5,525.00 5,720.5085 66.00 5,610.00 65.0056.00 67.30SY

154 VAPOR RETARDERBARRIERS

1,914.00 1,595.00 6,380.00319 3.30 1,052.70 5.006.00 20.00SY

155 BOLLARDS 14,950.00 24,804.00 11,960.0013 1,067.00 13,871.00 1,908.001,150.00 920.00EA

156 CONNECT 6 IN.DIAMETER PIPE TOEXISTING CATCH BASIN,DRYWELL, OR MANHOLE

1,062.00 1,200.00 855.003 550.00 1,650.00 400.00354.00 285.00EA


4,745.00 5,603.00 3,770.0013 550.00 7,150.00 431.00365.00 290.00EA

158 STORM SEWER PIPE 8

IN. DIAM. INCL.STRUCTURALEXCAVATION CLASS B

1,587.00 1,794.00 1,669.8069 44.00 3,036.00 26.0023.00 24.20LF

159 DUCTILE IRON STORMSEWER PIPE 8 IN. DIAM.,INCL. STRUCTURALEXCAVATION CLASS B

11,800.00 13,570.00 11,416.50295 60.50 17,847.50 46.0040.00 38.70LF

160 DUCTILE IRON STORMSEWER PIPE 24 IN.DIAM., INCL.STRUCTURALEXCAVATION CLASS B

4,160.00 4,800.00 2,280.0016 165.00 2,640.00 300.00260.00 142.50LF

161 8 IN. DIAM. STEELCASING PIPE

710.00 830.00 885.0010 22.00 220.00 83.0071.00 88.50LF


2,093.00 2,507.00 1,779.0523 24.20 556.60 109.0091.00 77.35LF


1,420.00 1,700.00 1,968.0020 26.40 528.00 85.0071.00 98.40LF

164 HAND HOLES FOR FLOWMONITORINGEQUIPMENT

7,575.00 11,900.00 6,100.005 2,200.00 11,000.00 2,380.001,515.00 1,220.00EA

165 REMOVE AND REPLACE(COS) MH FRAME ANDGRATE

5,306.00 6,202.00 4,690.007 550.00 3,850.00 886.00758.00 670.00EA



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01Schedule



166 MANHOLE TYPE I-48,BASIC PRICE

18,510.00 21,702.00 20,100.006 2,750.00 16,500.00 3,617.003,085.00 3,350.00EA

167 MANHOLE ADDITIONALHEIGHT 48 IN. DIAM.TYPE I

81.00 100.00 200.001 110.00 110.00 100.0081.00 200.00VF

168 MANHOLE TYPE III-72,BASIC PRICE

26,765.00 31,400.00 31,000.005 7,150.00 35,750.00 6,280.005,353.00 6,200.00EA

169 MANHOLE ADDITIONALHEIGHT 72 IN. DIAM.TYPE III

1,616.00 1,904.00 1,600.008 165.00 1,320.00 238.00202.00 200.00VF


17,170.00 20,200.00 20,000.002 14,300.00 28,600.00 10,100.008,585.00 10,000.00EA


1,260.00 1,476.00 800.004 220.00 880.00 369.00315.00 200.00VF

172 MANHOLE TYPE V,BASIC PRICE

94,800.00 111,300.00 174,000.0012 6,050.00 72,600.00 9,275.007,900.00 14,500.00EA

173 MANHOLE ADDITIONALHEIGHT TYPE V

923.00 1,079.00 2,600.0013 165.00 2,145.00 83.0071.00 200.00VF

174 DRYWELL TYPE 2 3,232.00 3,800.00 3,270.001 4,400.00 4,400.00 3,800.003,232.00 3,270.00EA

175 ADJUST EXISTINGVALVE BOX IN ASPHALT

6,270.00 7,296.00 3,667.0019 330.00 6,270.00 384.00330.00 193.00EA

176 ADJUST EXISTINGVALVE BOX IN UNPAVED

AREA

1,239.00 1,498.00 1,351.007 165.00 1,155.00 214.00177.00 193.00EA

177 ADJUST EXISTINGMANHOLE, CATCHBASIN, DRYWELL,CLEANOUT OR INLET IN

ASPHALT

4,880.00 5,704.00 3,000.008 330.00 2,640.00 713.00610.00 375.00EA

178 ADJUST EXISTINGMANHOLE, CATCHBASIN, DRYWELL,CLEANOUT OR INLET INUNPAVED AREA

1,365.00 1,599.00 1,125.003 275.00 825.00 533.00455.00 375.00EA

179 CATCH BASIN TYPE 0 1,560.00 1,800.00 1,360.001 2,310.00 2,310.00 1,800.001,560.00 1,360.00EA






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01Schedule



183 FRAME AND GRATE FORCATCH BASIN ORGRATE INLET

2,430.00 2,799.00 6,570.009 550.00 4,950.00 311.00270.00 730.00EA

184 MANHOLE OR DRYWELLFRAME AND COVER(STANDARD)

2,505.00 2,901.00 2,010.003 440.00 1,320.00 967.00835.00 670.00EA

185 MANHOLE OR DRYWELLFRAME AND COVER(LOCKABLE)

23,895.00 27,999.00 19,035.0027 550.00 14,850.00 1,037.00885.00 705.00EA

186 CONNECT 24 IN. DIAM.(D.I.) PIPE TO EXISTINGCATCH BASIN,DRYWELL, OR MANHOLE

710.00 830.00 1,035.001 880.00 880.00 830.00710.00 1,035.00EA

187 RECONSTRUCT

MANHOLE INVERT

4,860.00 5,700.00 7,500.006 1,100.00 6,600.00 950.00810.00 1,250.00EA

188 MANHOLE TEST 3,210.00 3,798.00 4,200.006 550.00 3,300.00 633.00535.00 700.00EA

189 TRENCH SAFETYSYSTEM

6,870.00 8,100.00 19,500.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

190 REMOVE UNSUITABLEPIPE FOUNDATIONMATERIAL

3,000.00 3,600.00 5,700.00300 33.00 9,900.00 12.0010.00 19.00CY

191 REPLACE UNSUITABLEPIPE FOUNDATIONMATERIAL

7,575.00 9,000.00 4,000.00500 27.50 13,750.00 18.0015.15 8.00CY

192 SIDE SEWER VIDEO

INSPECTION

990.00 1,200.00 1,260.003 330.00 990.00 400.00330.00 420.00EA

193 TEMPORARY ADJACENTUTILITY SUPPORT

4,600.00 5,400.00 5,860.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

194 PHASE 1 GAS LINEWORK IN FREYA ST.

3,050.00 3,900.00 3,400.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


8,960.00 10,560.00 13,312.00320 16.50 5,280.00 33.0028.00 41.60LF

196 SELECT BEDDING FOR8" GAS LINE IN FREYA

1,952.00 2,240.00 4,480.00320 30.80 9,856.00 7.006.10 14.00LF

197 EXTRA WORKALLOWANCE FORRESTRAINED WORK

AREAS

32,844.00 37,996.00 6,890.80644 11.00 7,084.00 59.0051.00 10.70LF

198 ENCASE WATER /SEWER AT CROSSINGS

1,700.00 2,000.00 4,050.0050 33.00 1,650.00 40.0034.00 81.00LF

199 CLEANING EXISTINGSANITARY/STORMSEWERS

7,070.00 8,300.00 11,100.001 * * * * * * 3,850.00 * * * * * ** * * * * * * * * * * *LS

200 FISKE WATER MAINEXTENSION

12,625.00 8,300.00 9,600.001 * * * * * * 1,950.00 * * * * * ** * * * * * * * * * * *LS



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01Schedule



201 TAP & METERAPPLICATION FEE

5,050.00 2,155.00 2,155.001 7,920.00 7,920.00 2,155.005,050.00 2,155.00EA

202 TRENCH EXCAVATION,COMPACTION ANDBACKFILL FOR 4"WATER SERVICE TAP(FISKE/9TH)

2,650.00 3,100.00 4,782.001 * * * * * * 7,150.00 * * * * * ** * * * * * * * * * * *LS

203 TRENCH EXCAVATION,COMPACTION ANDBACKFILL FOR WATERLINEREMOVAL/REINSTALLATION (REGAL/HARTSON)

1,750.00 2,100.00 4,782.001 * * * * * * 6,600.00 * * * * * ** * * * * * * * * * * *LS

204 TRENCH EXCAVATION,

COMPACTION ANDBACKFILL FOR WATERLINEREMOVAL/RELOCATION(RAY STREET)

1,750.00 2,100.00 4,782.001 * * * * * * 13,200.00 * * * * * ** * * * * * * * * * * *LS

205 CSO FACILITY WATERSUPPLY ANDBACKFLOW PREVENTER

ASSEMBLIES

33,350.00 39,200.00 51,000.001 * * * * * * 78,211.70 * * * * * ** * * * * * * * * * * *LS

206 SANITARY SEWER PIPE6 IN. DIAM. INCL.STRUCTURALEXCAVATION CLASS B

1,935.00 2,205.00 7,875.0045 55.00 2,475.00 49.0043.00 175.00LF

207 SANITARY SEWER PIPE8 IN. DIAM. INCL.

STRUCTURALEXCAVATION CLASS B

750.00 900.00 1,335.0015 66.00 990.00 60.0050.00 89.00LF


1,560.00 1,800.00 2,070.0030 71.50 2,145.00 60.0052.00 69.00LF


10,115.00 11,900.00 14,161.00119 165.00 19,635.00 100.0085.00 119.00LF

210 SANITARY SEWER PIPE36 IN. DIAM. RCP CL IVINCL. STRUCTURALEXCAVATION CLASS B

1,560.00 1,800.00 2,256.0012 220.00 2,640.00 150.00130.00 188.00LF


175,938.00 253,995.00 255,234.001239 253.00 313,467.00 205.00142.00 206.00LF


227,040.00 302,280.00 294,360.001320 275.00 363,000.00 229.00172.00 223.00LF


204,480.00 287,550.00 293,940.001065 385.00 410,025.00 270.00192.00 276.00LF



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01Schedule



214 54 INCH RCP JOINTWRAP

3,636.00 4,300.00 3,055.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS

215 MAINTENANCE ANDCONNECTION OFEXISTING SEWER FLOW

AT THOR ST. SEWER

3,890.00 4,600.00 10,550.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


AT FREYA ST.

9,115.00 10,700.00 14,700.001 * * * * * * 16,500.00 * * * * * ** * * * * * * * * * * *LS

217 MAINTENANCE ANDCONNECTION OFEXISTING STORM FLOW

AT FREYA ST.

3,890.00 4,600.00 8,300.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


AT HARTSONCONNECTOR VAULT

14,585.00 17,125.00 37,000.001 * * * * * * 22,000.00 * * * * * ** * * * * * * * * * * *LS

219 SIDE SEWER PIPE 4 IN.DIAM. DUCTILE IRON

1,200.00 1,400.00 2,200.0020 55.00 1,100.00 70.0060.00 110.00LF

220 SIDE SEWER PIPE 6 IN.DIAM.

3,876.00 4,484.00 6,156.0076 55.00 4,180.00 59.0051.00 81.00LF


1,300.00 1,500.00 2,080.0020 66.00 1,320.00 75.0065.00 104.00LF

222 SIDE SEWER PERMIT 4,120.00 9,500.00 160.004 44.00 176.00 2,375.001,030.00 40.00EA

223 SEWER CLEANOUT 3,030.00 2,400.00 880.002 825.00 1,650.00 1,200.001,515.00 440.00EA

224 FLOW CONTROLDEVICES & CONTROLS

252,500.00 224,600.00 192,000.001 * * * * * * 228,073.10 * * * * * ** * * * * * * * * * * *LS

225 DETENTION TANKAPPURTENANCES

378,750.00 254,900.00 300,000.001 * * * * * * 643,400.30 * * * * * ** * * * * * * * * * * *LS

226 ESC LEAD 5,050.00 1,200.00 5,680.001 * * * * * * 2,750.00 * * * * * ** * * * * * * * * * * *LS

227 INLET PROTECTION 1,720.00 2,000.00 1,100.0020 82.50 1,650.00 100.0086.00 55.00EA

228 SILT FENCE 5,600.00 4,000.00 2,600.00800 5.00 4,000.00 5.007.00 3.25LF

229 STABILIZEDCONSTRUCTIONENTRANCE

1,625.00 1,900.00 2,300.00100 38.50 3,850.00 19.0016.25 23.00SY

230 SOIL AERATION ANDDECOMPACTION FORUNDERHILL PARK

2,000.00 2,000.00 2,800.002000 0.70 1,400.00 1.001.00 1.40SY



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01Schedule



231 TOPSOIL TYPE A, 4 INCHTHICK

68,328.00 63,072.00 49,406.4021024 5.00 105,120.00 3.003.25 2.35SY

232 HYDROSEEDING 2,388.00 2,388.00 4,477.501194 2.80 3,343.20 2.002.00 3.75SY

233 PARK AREA SODINSTALLATION(NEATLINE)

74,496.00 93,120.00 80,641.9218624 22.00 409,728.00 5.004.00 4.33SY

234 SOD INSTALLATION 1,350.00 1,350.00 3,532.50225 13.20 2,970.00 6.006.00 15.70SY

235 SHRUBS ANDLANDSCAPING FORUNDERHILL PARK

280.00 300.00 310.001 * * * * * * 1,760.00 * * * * * ** * * * * * * * * * * *LS

236 REPLACE EXISTINGIRRIGATION SYSTEM

35,600.00 41,800.00 39,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

237 DESIGN AND INSTALLNEW IRRIGATIONSYSTEM

11,600.00 13,600.00 12,750.001 * * * * * * 16,500.00 * * * * * ** * * * * * * * * * * *LS

238 WINTERIZATION OFTEMPORARY ANDEXISTING IRRIGATIONSYSTEM

1,415.00 1,700.00 1,120.001 * * * * * * 550.00 * * * * * ** * * * * * * * * * * *LS

239 REMOVE AND CAPIRRIGATION LINES

9,890.00 11,600.00 11,000.001 * * * * * * 1,650.00 * * * * * ** * * * * * * * * * * *LS

240 CEMENT CONCRETECURB

19,054.00 21,776.00 24,498.001361 16.50 22,456.50 16.0014.00 18.00LF

241 REMOVE AND REPLACEPARKING WHEEL STOPS

5,616.00 5,712.00 6,144.0048 107.30 5,150.40 119.00117.00 128.00EA

242 CEMENT CONCRETEDRIVEWAY NONCOMMERCIAL

7,030.00 8,325.00 8,510.00185 44.00 8,140.00 45.0038.00 46.00SY

243 CEMENT CONCRETEDRIVEWAY TRANSITION

1,638.00 1,890.00 1,932.0042 38.50 1,617.00 45.0039.00 46.00SY

244 TEMPORARYCONSTRUCTIONFENCING (6 FOOT HIGH-CYCLONE)

5,500.00 10,000.00 8,500.002500 33.00 82,500.00 4.002.20 3.40LF

245 CEMENT CONC.SIDEWALK

1,680.00 1,960.00 2,088.8056 55.00 3,080.00 35.0030.00 37.30SY

246 RAMP DETECTABLEWARNING

640.00 704.00 676.8032 46.20 1,478.40 22.0020.00 21.15SF

247 ELECTRICAL EQUIPMENT 133,800.00 129,500.00 176,750.001 * * * * * * 140,607.00 * * * * * ** * * * * * * * * * * *LS

248 ELECTRICAL &MECHANICALEQUIPMENT FREIGHT &STARTUP SERVICES

1,515.00 51,200.00 4,500.001 * * * * * * 39,600.00 * * * * * ** * * * * * * * * * * *LS



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01Schedule



249 SIGNING, PERMANENT 1,060.00 2,400.00 1,160.001 * * * * * * 2,200.00 * * * * * ** * * * * * * * * * * *LS

250 PAVEMENT MARKING -DURABLE HEAT APPLIED

410.00 492.00 440.7541 11.00 451.00 12.0010.00 10.75SF

251 PAVEMENT MARKING -PAINT

635.00 500.00 700.001 * * * * * * 30.99 * * * * * ** * * * * * * * * * * *LS

252 BLOCK RETAINING WALL 8,710.00 10,140.00 9,802.00260 88.00 22,880.00 39.0033.50 37.70VSF

253 CEMENT CONCRETEINTEGRAL CURB ANDSIDEWALK 7 FT. WIDE

4,400.00 5,280.00 6,743.00220 60.50 13,310.00 24.0020.00 30.65LF

254 VEHICLE GATEASSEMBLY

3,535.00 9,500.00 2,930.001 * * * * * * 9,900.00 * * * * * ** * * * * * * * * * * *LS

255 MECHANICAL ANDODOR CONTROLEQUIPMENT

770,000.00 675,700.00 544,000.001 * * * * * * 666,894.00 * * * * * ** * * * * * * * * * * *LS

256 FINAL SITEPREPARATION

12,625.00 18,500.00 9,400.001 * * * * * * 22,000.00 * * * * * ** * * * * * * * * * * *LS

257 REMOVE AND REPLACEEXISTING BASEBALLDIAMOND

15,150.00 13,000.00 4,160.001 * * * * * * 19,800.00 * * * * * ** * * * * * * * * * * *LS

258 REMOVE AND REPLACEEXISTING VOLLEYBALLCOURT

15,150.00 28,700.00 12,000.001 * * * * * * 22,550.00 * * * * * ** * * * * * * * * * * *LS

7,688,700.00 7,957,487.00 8,163,399.909,985,901.09Schedule Totals



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Graham Construction& Management Inc

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Apollo Inc

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MDM Construction

Unit

Price Amount


01Schedule




10,000.00 5,000.00 19,080.001 * * * * * * 5,000.00 * * * * * ** * * * * * * * * * * *LS


1.00 1.00 1.001 1.00 1.00 1.001.00 1.00EST

103 SPCC PLAN 500.00 800.00 792.001 * * * * * * 907.50 * * * * * ** * * * * * * * * * * *LS

104 POTHOLING 3,300.00 17,380.00 9,438.0022 550.00 12,100.00 790.00150.00 429.00EA

105 MOBILIZATION 792,731.00 467,000.00 800,000.001 * * * * * * 509,300.00 * * * * * ** * * * * * * * * * * *LS

106 PROJECT TEMPORARYTRAFFIC CONTROL 60,000.00 73,000.00 96,640.001 * * * * * * 55,000.00 * * * * * ** * * * * * * * * * * *LS

107 SPECIAL SIGNS 2,400.00 2,040.00 2,100.00120 20.00 2,400.00 17.0020.00 17.50SF


2,100.00 3,395.00 3,430.00700 4.25 2,975.00 4.853.00 4.90HR


2,000.00 3,440.00 3,480.00400 6.25 2,500.00 8.605.00 8.70HR


111 CLEARING ANDGRUBBING 30,000.00 30,000.00 52,910.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


1,200.00 10,000.00 20,000.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


4,500.00 5,700.00 5,250.0015 220.00 3,300.00 380.00300.00 350.00EA


300.00 2,600.00 600.002 400.00 800.00 1,300.00150.00 300.00EA


116 REMOVE CEMENT

CONCRETE SIDEWALKAND DRIVEWAY

5,593.00 4,277.00 3,553.20658 6.60 4,342.80 6.508.50 5.40SY


1,800.00 1,260.00 972.00180 24.20 4,356.00 7.0010.00 5.40SY


3,500.00 6,580.00 3,010.0014 825.00 11,550.00 470.00250.00 215.00EA



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01Schedule



119 REMOVE EXISTING 24"DIAM. CONCRETESTORM PIPE AND 8"GAS LINE

2,805.00 9,881.25 561.00255 110.00 28,050.00 38.7511.00 2.20LF


393.00 1,048.00 393.001310 1.10 1,441.00 0.800.30 0.30LFI


239.40 323.00 247.00380 2.80 1,064.00 0.850.63 0.65LFI


240.00 258.00 1,040.0020 33.00 660.00 12.9012.00 52.00LF

123 PARK PICINIC TABLE

AND PEDESTAL GRILLREMOVAL ANDREPLACEMENT

4,500.00 2,910.00 8,505.003 3,300.00 9,900.00 970.001,500.00 2,835.00EA


690.00 3,450.00 5,244.0069 55.00 3,795.00 50.0010.00 76.00EA


900.00 1,850.00 1,280.0010 165.00 1,650.00 185.0090.00 128.00EA


1,120.00 1,600.00 1,210.001 5,500.00 5,500.00 1,600.001,120.00 1,210.00EA

127 REMOVE AND REPLACEPARKING LOT LIGHTPOLE

8,760.00 3,450.00 3,000.003 4,400.00 13,200.00 1,150.002,920.00 1,000.00EA


49,518.00 20,632.50 31,636.502751 13.20 36,313.20 7.5018.00 11.50CY


13,520.00 13,942.50 18,590.001690 33.00 55,770.00 8.258.00 11.00CY


30,420.00 18,928.00 16,900.001690 27.50 46,475.00 11.2018.00 10.00CY


76,650.00 142,350.00 164,250.0010950 12.10 132,495.00 13.007.00 15.00CY


23,802.00 10,710.90 27,372.3011901 3.90 46,413.90 0.902.00 2.30SY

133 SHORING 50,000.00 105,000.00 180,000.001 * * * * * * 134,000.00 * * * * * ** * * * * * * * * * * *LS


4,600.00 4,508.00 4,876.0046 220.00 10,120.00 98.00100.00 106.00CY



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01Schedule




317,250.00 250,980.00 296,100.0028200 12.10 341,220.00 8.9011.25 10.50CY


30,250.00 20,350.00 23,650.00550 110.00 60,500.00 37.0055.00 43.00CY


16,650.00 28,110.75 14,430.00555 44.00 24,420.00 50.6530.00 26.00CY

138 PEA GRAVEL 900.00 1,725.00 382.5015 55.00 825.00 115.0060.00 25.50CY


20,232.00 28,662.00 30,629.00562 44.00 24,728.00 51.0036.00 54.50CY

140 CRUSHED SURFACINGTOP COURSE FORSIDEWALKS &DRIVEWAYS

1,595.00 1,073.00 710.5029 82.50 2,392.50 37.0055.00 24.50CY


33,444.00 45,985.50 37,624.50929 44.00 40,876.00 49.5036.00 40.50CY


28,860.00 38,376.00 31,200.00780 44.00 34,320.00 49.2037.00 40.00CY


4,080.00 3,600.00 7,680.0024 550.00 13,200.00 150.00170.00 320.00TO


106,618.30 114,467.50 114,467.506541 20.00 130,820.00 17.5016.30 17.50SY


42,720.00 45,835.00 46,280.001780 30.00 53,400.00 25.7524.00 26.00SY


6,900.00 7,410.00 1,290.0060 66.00 3,960.00 123.50115.00 21.50SY


4,000.00 4,000.00 4,000.001 4,000.00 4,000.00 4,000.004,000.00 4,000.00EST


1.00 1.00 1.001 1.00 1.00 1.001.00 1.00CAL


3,175,470.00 3,298,590.00 3,078,000.005130 715.00 3,667,950.00 643.00619.00 600.00CY


164,430.00 133,980.00 176,610.00609 220.00 133,980.00 220.00270.00 290.00CY


84,000.00 48,000.00 50,000.001 * * * * * * 49,500.00 * * * * * ** * * * * * * * * * * *LS




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01Schedule



153 EPOXY COATING 4,250.85 4,930.00 4,972.5085 66.00 5,610.00 58.0050.01 58.50SY


319.00 3,764.20 1,020.80319 3.30 1,052.70 11.801.00 3.20SY

155 BOLLARDS 15,600.00 9,750.00 15,990.0013 1,067.00 13,871.00 750.001,200.00 1,230.00EA


1,050.00 2,880.00 846.003 550.00 1,650.00 960.00350.00 282.00EA

157 CONNECT 8 IN.DIAMETER PIPE TO

EXISTING CATCH BASIN,DRYWELL, OR MANHOLE

4,680.00 12,480.00 4,927.0013 550.00 7,150.00 960.00360.00 379.00EA

158 STORM SEWER PIPE 8IN. DIAM. INCL.STRUCTURALEXCAVATION CLASS B

1,518.00 1,283.40 3,933.0069 44.00 3,036.00 18.6022.00 57.00LF


11,505.00 8,997.50 21,092.50295 60.50 17,847.50 30.5039.00 71.50LF


4,080.00 2,912.00 4,240.0016 165.00 2,640.00 182.00255.00 265.00LF


700.00 490.00 540.0010 22.00 220.00 49.0070.00 54.00LF


2,070.00 1,288.00 1,437.5023 24.20 556.60 56.0090.00 62.50LF


1,400.00 1,480.00 1,590.0020 26.40 528.00 74.0070.00 79.50LF


1,250.00 8,200.00 6,850.005 2,200.00 11,000.00 1,640.00250.00 1,370.00EA


5,250.00 2,149.00 6,146.007 550.00 3,850.00 307.00750.00 878.00EA


18,300.00 19,440.00 21,000.006 2,750.00 16,500.00 3,240.003,050.00 3,500.00EA


80.00 110.00 112.001 110.00 110.00 110.0080.00 112.00VF


26,500.00 33,200.00 22,825.005 7,150.00 35,750.00 6,640.005,300.00 4,565.00EA



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01Schedule




1,600.00 880.00 1,560.008 165.00 1,320.00 110.00200.00 195.00VF


17,000.00 23,800.00 14,380.002 14,300.00 28,600.00 11,900.008,500.00 7,190.00EA


1,244.00 440.00 1,004.004 220.00 880.00 110.00311.00 251.00VF


93,840.00 82,800.00 34,680.0012 6,050.00 72,600.00 6,900.007,820.00 2,890.00EA


910.00 1,430.00 955.5013 165.00 2,145.00 110.0070.00 73.50VF

174 DRYWELL TYPE 2 3,200.00 4,100.00 4,075.001 4,400.00 4,400.00 4,100.003,200.00 4,075.00EA


6,175.00 1,900.00 4,522.0019 330.00 6,270.00 100.00325.00 238.00EA


AREA

1,225.00 700.00 1,463.007 165.00 1,155.00 100.00175.00 209.00EA


ASPHALT

4,832.00 2,480.00 2,104.008 330.00 2,640.00 310.00604.00 263.00EA

178 ADJUST EXISTING

MANHOLE, CATCHBASIN, DRYWELL,CLEANOUT OR INLET INUNPAVED AREA

1,350.00 930.00 654.003 275.00 825.00 310.00450.00 218.00EA






2,385.00 2,475.00 2,358.009 550.00 4,950.00 275.00265.00 262.00EA


2,475.00 1,680.00 753.003 440.00 1,320.00 560.00825.00 251.00EA


23,625.00 15,660.00 7,533.0027 550.00 14,850.00 580.00875.00 279.00EA



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01Schedule




700.00 1,254.00 499.001 880.00 880.00 1,254.00700.00 499.00EA

187 RECONSTRUCTMANHOLE INVERT

4,800.00 6,600.00 8,040.006 1,100.00 6,600.00 1,100.00800.00 1,340.00EA

188 MANHOLE TEST 3,180.00 1,740.00 2,826.006 550.00 3,300.00 290.00530.00 471.00EA


6,800.00 5,400.00 1,620.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

190 REMOVE UNSUITABLEPIPE FOUNDATION

MATERIAL

3,000.00 2,520.00 3,300.00300 33.00 9,900.00 8.4010.00 11.00CY


7,500.00 5,600.00 7,000.00500 27.50 13,750.00 11.2015.00 14.00CY

192 SIDE SEWER VIDEOINSPECTION

975.00 675.00 876.003 330.00 990.00 225.00325.00 292.00EA


4,550.00 56,000.00 811.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


3,317.00 5,700.00 1,805.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


8,800.00 44,480.00 6,560.00320 16.50 5,280.00 139.0027.50 20.50LF


1,920.00 3,520.00 3,136.00320 30.80 9,856.00 11.006.00 9.80LF


AREAS

32,200.00 32,200.00 41,860.00644 11.00 7,084.00 50.0050.00 65.00LF


1,650.00 1,500.00 1,525.0050 33.00 1,650.00 30.0033.00 30.50LF


7,000.00 9,000.00 3,785.001 * * * * * * 3,850.00 * * * * * ** * * * * * * * * * * *LS

200 FISKE WATER MAIN

EXTENSION

3,000.00 3,200.00 8,920.001 * * * * * * 1,950.00 * * * * * ** * * * * * * * * * * *LS


2,155.00 2,200.00 2,725.001 7,920.00 7,920.00 2,200.002,155.00 2,725.00EA


2,620.00 1,700.00 1,385.001 * * * * * * 7,150.00 * * * * * ** * * * * * * * * * * *LS



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01Schedule




1,728.00 6,000.00 3,470.001 * * * * * * 6,600.00 * * * * * ** * * * * * * * * * * *LS

204 TRENCH EXCAVATION,COMPACTION ANDBACKFILL FOR WATERLINEREMOVAL/RELOCATION(RAY STREET)

1,728.00 4,900.00 3,470.001 * * * * * * 13,200.00 * * * * * ** * * * * * * * * * * *LS


ASSEMBLIES

33,019.00 25,000.00 85,000.001 * * * * * * 78,211.70 * * * * * ** * * * * * * * * * * *LS


1,890.00 8,685.00 8,550.0045 55.00 2,475.00 193.0042.00 190.00LF


735.00 3,075.00 4,440.0015 66.00 990.00 205.0049.00 296.00LF


1,530.00 6,060.00 8,640.0030 71.50 2,145.00 202.0051.00 288.00LF



9,996.00 19,992.00 14,875.00119 165.00 19,635.00 168.0084.00 125.00LF


1,512.00 2,472.00 5,712.0012 220.00 2,640.00 206.00126.00 476.00LF


214,347.00 412,587.00 344,442.001239 253.00 313,467.00 333.00173.00 278.00LF


254,760.00 326,040.00 388,080.001320 275.00 363,000.00 247.00193.00 294.00LF


242,820.00 296,070.00 363,165.001065 385.00 410,025.00 278.00228.00 341.00LF


3,600.00 4,400.00 3,555.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


AT THOR ST. SEWER

3,850.00 12,700.00 2,150.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS



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01Schedule




AT FREYA ST.

9,020.00 14,300.00 2,150.001 * * * * * * 16,500.00 * * * * * ** * * * * * * * * * * *LS

217 MAINTENANCE ANDCONNECTION OFEXISTING STORM FLOW

AT FREYA ST.

3,850.00 13,200.00 781.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


AT HARTSONCONNECTOR VAULT

14,440.00 24,500.00 2,770.001 * * * * * * 22,000.00 * * * * * ** * * * * * * * * * * *LS


1,180.00 2,140.00 2,300.0020 55.00 1,100.00 107.0059.00 115.00LF

220 SIDE SEWER PIPE 6 IN.DIAM.

3,800.00 2,660.00 3,648.0076 55.00 4,180.00 35.0050.00 48.00LF


1,270.00 1,700.00 2,180.0020 66.00 1,320.00 85.0063.50 109.00LF

222 SIDE SEWER PERMIT 172.00 400.00 1,756.004 44.00 176.00 100.0043.00 439.00EA

223 SEWER CLEANOUT 2,032.00 850.00 1,838.002 825.00 1,650.00 425.001,016.00 919.00EA

224 FLOW CONTROLDEVICES & CONTROLS

232,000.00 178,000.00 250,000.001 * * * * * * 228,073.10 * * * * * ** * * * * * * * * * * *LS

225 DETENTION TANKAPPURTENANCES

301,000.00 269,000.00 300,000.001 * * * * * * 643,400.30 * * * * * ** * * * * * * * * * * *LS

226 ESC LEAD 1,500.00 100.00 13,700.001 * * * * * * 2,750.00 * * * * * ** * * * * * * * * * * *LS

227 INLET PROTECTION 1,700.00 1,860.00 1,740.0020 82.50 1,650.00 93.0085.00 87.00EA

228 SILT FENCE 5,200.00 2,720.00 2,640.00800 5.00 4,000.00 3.406.50 3.30LF

229 STABILIZEDCONSTRUCTIONENTRANCE

1,600.00 1,275.00 2,150.00100 38.50 3,850.00 12.7516.00 21.50SY

230 SOIL AERATION ANDDECOMPACTION FORUNDERHILL PARK

1,860.00 2,000.00 2,000.002000 0.70 1,400.00 1.000.93 1.00SY

231 TOPSOIL TYPE A, 4 INCHTHICK

44,360.64 48,355.20 42,048.0021024 5.00 105,120.00 2.302.11 2.00SY

232 HYDROSEEDING 2,208.90 2,388.00 2,388.001194 2.80 3,343.20 2.001.85 2.00SY



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01Schedule




71,329.92 78,220.80 78,220.8018624 22.00 409,728.00 4.203.83 4.20SY

234 SOD INSTALLATION 1,127.25 1,215.00 1,215.00225 13.20 2,970.00 5.405.01 5.40SY


276.00 500.00 299.001 * * * * * * 1,760.00 * * * * * ** * * * * * * * * * * *LS


35,224.00 37,800.00 38,100.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

237 DESIGN AND INSTALLNEW IRRIGATIONSYSTEM

11,480.00 12,300.00 12,420.001 * * * * * * 16,500.00 * * * * * ** * * * * * * * * * * *LS

238 WINTERIZATION OFTEMPORARY ANDEXISTING IRRIGATIONSYSTEM

1,400.00 1,500.00 1,515.001 * * * * * * 550.00 * * * * * ** * * * * * * * * * * *LS

239 REMOVE AND CAPIRRIGATION LINES

9,786.00 10,000.00 10,590.001 * * * * * * 1,650.00 * * * * * ** * * * * * * * * * * *LS

240 CEMENT CONCRETECURB

18,890.68 22,048.20 23,137.001361 16.50 22,456.50 16.2013.88 17.00LF

241 REMOVE AND REPLACEPARKING WHEEL STOPS

2,400.00 3,840.00 3,240.0048 107.30 5,150.40 80.0050.00 67.50EA

242 CEMENT CONCRETEDRIVEWAY NON

COMMERCIAL

6,972.65 8,584.00 9,805.00185 44.00 8,140.00 46.4037.69 53.00SY

243 CEMENT CONCRETEDRIVEWAY TRANSITION

1,582.98 1,948.80 2,541.0042 38.50 1,617.00 46.4037.69 60.50SY

244 TEMPORARYCONSTRUCTIONFENCING (6 FOOT HIGH-CYCLONE)

11,250.00 18,750.00 7,500.002500 33.00 82,500.00 7.504.50 3.00LF

245 CEMENT CONC.SIDEWALK

1,659.28 2,016.00 2,912.0056 55.00 3,080.00 36.0029.63 52.00SY

246 RAMP DETECTABLEWARNING

608.00 640.00 656.0032 46.20 1,478.40 20.0019.00 20.50SF

247 ELECTRICAL EQUIPMENT 132,380.00 189,000.00 143,200.001 * * * * * * 140,607.00 * * * * * ** * * * * * * * * * * *LS

248 ELECTRICAL &MECHANICALEQUIPMENT FREIGHT &STARTUP SERVICES

10,000.00 5,000.00 1,620.001 * * * * * * 39,600.00 * * * * * ** * * * * * * * * * * *LS

249 SIGNING, PERMANENT 1,296.00 1,400.00 1,130.001 * * * * * * 2,200.00 * * * * * ** * * * * * * * * * * *LS

250 PAVEMENT MARKING -DURABLE HEAT APPLIED

583.84 656.00 430.5041 11.00 451.00 16.0014.24 10.50SF



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01Schedule



251 PAVEMENT MARKING -PAINT

525.00 590.00 676.001 * * * * * * 30.99 * * * * * ** * * * * * * * * * * *LS

252 BLOCK RETAINING WALL 8,580.00 9,100.00 8,060.00260 88.00 22,880.00 35.0033.00 31.00VSF

253 CEMENT CONCRETEINTEGRAL CURB ANDSIDEWALK 7 FT. WIDE

4,345.00 5,676.00 7,480.00220 60.50 13,310.00 25.8019.75 34.00LF

254 VEHICLE GATEASSEMBLY

3,000.00 1,700.00 3,785.001 * * * * * * 9,900.00 * * * * * ** * * * * * * * * * * *LS

255 MECHANICAL ANDODOR CONTROLEQUIPMENT

740,883.00 598,000.00 495,850.001 * * * * * * 666,894.00 * * * * * ** * * * * * * * * * * *LS

256 FINAL SITEPREPARATION

18,500.00 25,000.00 12,320.001 * * * * * * 22,000.00 * * * * * ** * * * * * * * * * * *LS

257 REMOVE AND REPLACEEXISTING BASEBALLDIAMOND

25,000.00 19,000.00 6,820.001 * * * * * * 19,800.00 * * * * * ** * * * * * * * * * * *LS

258 REMOVE AND REPLACEEXISTING VOLLEYBALLCOURT

15,000.00 19,000.00 34,220.001 * * * * * * 22,550.00 * * * * * ** * * * * * * * * * * *LS

8,178,953.93 8,315,178.40 8,533,396.309,985,901.09Schedule Totals



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Stellar J Corporation

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Goodfellow Bros Inc

Unit

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01Schedule




12,000.00 16,500.00 5,000.001 * * * * * * 5,000.00 * * * * * ** * * * * * * * * * * *LS


1.00 1.00 1.001 1.00 1.00 1.001.00 1.00EST

103 SPCC PLAN 500.00 1,000.00 1,000.001 * * * * * * 907.50 * * * * * ** * * * * * * * * * * *LS

104 POTHOLING 9,240.00 4,070.00 17,600.0022 550.00 12,100.00 185.00420.00 800.00EA

105 MOBILIZATION 960,000.00 673,300.00 425,000.001 * * * * * * 509,300.00 * * * * * ** * * * * * * * * * * *LS

106 PROJECT TEMPORARYTRAFFIC CONTROL 80,000.00 65,000.00 124,000.001 * * * * * * 55,000.00 * * * * * ** * * * * * * * * * * *LS

107 SPECIAL SIGNS 2,400.00 1,200.00 3,000.00120 20.00 2,400.00 10.0020.00 25.00SF


2,100.00 1,050.00 4,200.00700 4.25 2,975.00 1.503.00 6.00HR


1,200.00 1,200.00 4,800.00400 6.25 2,500.00 3.003.00 12.00HR


111 CLEARING ANDGRUBBING 60,000.00 2,000.00 25,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


5,000.00 2,250.00 4,000.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


6,300.00 3,000.00 3,750.0015 220.00 3,300.00 200.00420.00 250.00EA


560.00 2,500.00 1,500.002 400.00 800.00 1,250.00280.00 750.00EA


116 REMOVE CEMENT

CONCRETE SIDEWALKAND DRIVEWAY

3,948.00 4,935.00 5,922.00658 6.60 4,342.80 7.506.00 9.00SY


1,620.00 1,260.00 1,620.00180 24.20 4,356.00 7.009.00 9.00SY


4,200.00 12,600.00 4,900.0014 825.00 11,550.00 900.00300.00 350.00EA



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01Schedule



119 REMOVE EXISTING 24"DIAM. CONCRETESTORM PIPE AND 8"GAS LINE

3,315.00 5,100.00 3,825.00255 110.00 28,050.00 20.0013.00 15.00LF


655.00 1,637.50 655.001310 1.10 1,441.00 1.250.50 0.50LFI


380.00 1,710.00 380.00380 2.80 1,064.00 4.501.00 1.00LFI


600.00 1,100.00 800.0020 33.00 660.00 55.0030.00 40.00LF

123 PARK PICINIC TABLE

AND PEDESTAL GRILLREMOVAL ANDREPLACEMENT

2,700.00 6,000.00 4,500.003 3,300.00 9,900.00 2,000.00900.00 1,500.00EA


828.00 5,865.00 4,140.0069 55.00 3,795.00 85.0012.00 60.00EA


1,000.00 1,500.00 2,000.0010 165.00 1,650.00 150.00100.00 200.00EA


1,200.00 1,750.00 1,200.001 5,500.00 5,500.00 1,750.001,200.00 1,200.00EA

127 REMOVE AND REPLACEPARKING LOT LIGHTPOLE

5,400.00 5,250.00 3,600.003 4,400.00 13,200.00 1,750.001,800.00 1,200.00EA


82,530.00 49,518.00 66,024.002751 13.20 36,313.20 18.0030.00 24.00CY


13,520.00 23,660.00 33,800.001690 33.00 55,770.00 14.008.00 20.00CY


50,700.00 54,080.00 15,210.001690 27.50 46,475.00 32.0030.00 9.00CY


43,800.00 131,400.00 98,550.0010950 12.10 132,495.00 12.004.00 9.00CY


35,703.00 29,752.50 38,083.2011901 3.90 46,413.90 2.503.00 3.20SY

133 SHORING 225,000.00 225,000.00 0.001 * * * * * * 134,000.00 * * * * * ** * * * * * * * * * * *LS


5,060.00 5,060.00 5,060.0046 220.00 10,120.00 110.00110.00 110.00CY



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01Schedule




310,200.00 366,600.00 451,200.0028200 12.10 341,220.00 13.0011.00 16.00CY


68,750.00 35,750.00 44,000.00550 110.00 60,500.00 65.00125.00 80.00CY


33,300.00 17,205.00 30,525.00555 44.00 24,420.00 31.0060.00 55.00CY

138 PEA GRAVEL 780.00 825.00 1,425.0015 55.00 825.00 55.0052.00 95.00CY


20,232.00 35,968.00 42,150.00562 44.00 24,728.00 64.0036.00 75.00CY

140 CRUSHED SURFACINGTOP COURSE FORSIDEWALKS &DRIVEWAYS

1,218.00 1,624.00 1,740.0029 82.50 2,392.50 56.0042.00 60.00CY


33,444.00 46,450.00 55,740.00929 44.00 40,876.00 50.0036.00 60.00CY


28,080.00 42,120.00 46,800.00780 44.00 34,320.00 54.0036.00 60.00CY


4,128.00 6,600.00 4,800.0024 550.00 13,200.00 275.00172.00 200.00TO


111,197.00 107,926.50 117,738.006541 20.00 130,820.00 16.5017.00 18.00SY


44,500.00 43,610.00 46,280.001780 30.00 53,400.00 24.5025.00 26.00SY


7,200.00 7,200.00 7,440.0060 66.00 3,960.00 120.00120.00 124.00SY


4,000.00 4,000.00 4,000.001 4,000.00 4,000.00 4,000.004,000.00 4,000.00EST


1.00 1.00 1.001 1.00 1.00 1.001.00 1.00CAL


3,591,000.00 3,385,800.00 3,206,250.005130 715.00 3,667,950.00 660.00700.00 625.00CY


152,250.00 147,987.00 146,160.00609 220.00 133,980.00 243.00250.00 240.00CY


85,000.00 158,000.00 150,000.001 * * * * * * 49,500.00 * * * * * ** * * * * * * * * * * *LS




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01Schedule



153 EPOXY COATING 4,675.00 5,100.00 4,675.0085 66.00 5,610.00 60.0055.00 55.00SY


957.00 319.00 3,828.00319 3.30 1,052.70 1.003.00 12.00SY

155 BOLLARDS 7,800.00 11,700.00 13,000.0013 1,067.00 13,871.00 900.00600.00 1,000.00EA


2,100.00 3,300.00 4,500.003 550.00 1,650.00 1,100.00700.00 1,500.00EA

157 CONNECT 8 IN.DIAMETER PIPE TO

EXISTING CATCH BASIN,DRYWELL, OR MANHOLE

9,100.00 14,300.00 21,450.0013 550.00 7,150.00 1,100.00700.00 1,650.00EA

158 STORM SEWER PIPE 8IN. DIAM. INCL.STRUCTURALEXCAVATION CLASS B

1,518.00 2,622.00 4,830.0069 44.00 3,036.00 38.0022.00 70.00LF


11,210.00 17,405.00 26,550.00295 60.50 17,847.50 59.0038.00 90.00LF


32,000.00 2,320.00 2,880.0016 165.00 2,640.00 145.002,000.00 180.00LF


1,120.00 700.00 1,300.0010 22.00 220.00 70.00112.00 130.00LF


2,576.00 2,231.00 2,990.0023 24.20 556.60 97.00112.00 130.00LF


2,900.00 2,440.00 2,800.0020 26.40 528.00 122.00145.00 140.00LF


7,500.00 7,500.00 7,000.005 2,200.00 11,000.00 1,500.001,500.00 1,400.00EA


4,900.00 2,800.00 5,250.007 550.00 3,850.00 400.00700.00 750.00EA


11,400.00 15,000.00 30,000.006 2,750.00 16,500.00 2,500.001,900.00 5,000.00EA


125.00 120.00 100.001 110.00 110.00 120.00125.00 100.00VF


19,000.00 32,500.00 25,000.005 7,150.00 35,750.00 6,500.003,800.00 5,000.00EA



54/329

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount

Max J KuneyCompany

Unit

Price Amount


Unit

Price Amount

Goodfellow Bros Inc

Unit

Price Amount


01Schedule




1,680.00 1,200.00 1,200.008 165.00 1,320.00 150.00210.00 150.00VF


11,000.00 25,000.00 18,000.002 14,300.00 28,600.00 12,500.005,500.00 9,000.00EA


1,200.00 720.00 800.004 220.00 880.00 180.00300.00 200.00VF


74,400.00 204,000.00 204,000.0012 6,050.00 72,600.00 17,000.006,200.00 17,000.00EA


1,430.00 1,690.00 1,300.0013 165.00 2,145.00 130.00110.00 100.00VF

174 DRYWELL TYPE 2 3,500.00 3,200.00 2,200.001 4,400.00 4,400.00 3,200.003,500.00 2,200.00EA


5,225.00 3,800.00 7,600.0019 330.00 6,270.00 200.00275.00 400.00EA


AREA

1,925.00 1,050.00 2,450.007 165.00 1,155.00 150.00275.00 350.00EA


ASPHALT

3,400.00 3,200.00 4,800.008 330.00 2,640.00 400.00425.00 600.00EA

178 ADJUST EXISTING

MANHOLE, CATCHBASIN, DRYWELL,CLEANOUT OR INLET INUNPAVED AREA

1,275.00 900.00 1,650.003 275.00 825.00 300.00425.00 550.00EA






5,400.00 2,700.00 4,500.009 550.00 4,950.00 300.00600.00 500.00EA


1,800.00 675.00 1,500.003 440.00 1,320.00 225.00600.00 500.00EA


16,875.00 7,425.00 13,500.0027 550.00 14,850.00 275.00625.00 500.00EA



55/329

Item

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Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount

Max J KuneyCompany

Unit

Price Amount


Unit

Price Amount

Goodfellow Bros Inc

Unit

Price Amount


01Schedule




1,800.00 1,775.00 1,500.001 880.00 880.00 1,775.001,800.00 1,500.00EA

187 RECONSTRUCTMANHOLE INVERT

3,900.00 3,900.00 6,000.006 1,100.00 6,600.00 650.00650.00 1,000.00EA

188 MANHOLE TEST 7,200.00 2,100.00 2,700.006 550.00 3,300.00 350.001,200.00 450.00EA


550.00 6,000.00 5,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS

190 REMOVE UNSUITABLEPIPE FOUNDATION

MATERIAL

2,700.00 9,300.00 6,000.00300 33.00 9,900.00 31.009.00 20.00CY


15,000.00 17,500.00 4,500.00500 27.50 13,750.00 35.0030.00 9.00CY

192 SIDE SEWER VIDEOINSPECTION

765.00 1,350.00 1,800.003 330.00 990.00 450.00255.00 600.00EA


2,000.00 4,000.00 7,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS


525.00 3,000.00 6,000.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


3,840.00 6,080.00 4,160.00320 16.50 5,280.00 19.0012.00 13.00LF


5,760.00 1,280.00 3,840.00320 30.80 9,856.00 4.0018.00 12.00LF


AREAS

22,540.00 3,220.00 16,100.00644 11.00 7,084.00 5.0035.00 25.00LF


4,500.00 2,800.00 7,500.0050 33.00 1,650.00 56.0090.00 150.00LF


7,000.00 3,500.00 3,000.001 * * * * * * 3,850.00 * * * * * ** * * * * * * * * * * *LS

200 FISKE WATER MAIN

EXTENSION

2,200.00 3,000.00 6,000.001 * * * * * * 1,950.00 * * * * * ** * * * * * * * * * * *LS


2,155.00 2,155.00 2,200.001 7,920.00 7,920.00 2,155.002,155.00 2,200.00EA


1,200.00 1,900.00 4,000.001 * * * * * * 7,150.00 * * * * * ** * * * * * * * * * * *LS



56/329

Item

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Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount

Max J KuneyCompany

Unit

Price Amount


Unit

Price Amount

Goodfellow Bros Inc

Unit

Price Amount


01Schedule




1,600.00 2,200.00 4,000.001 * * * * * * 6,600.00 * * * * * ** * * * * * * * * * * *LS

204 TRENCH EXCAVATION,COMPACTION ANDBACKFILL FOR WATERLINEREMOVAL/RELOCATION(RAY STREET)

3,800.00 2,000.00 4,000.001 * * * * * * 13,200.00 * * * * * ** * * * * * * * * * * *LS


ASSEMBLIES

30,000.00 44,000.00 43,000.001 * * * * * * 78,211.70 * * * * * ** * * * * * * * * * * *LS


1,890.00 2,250.00 9,000.0045 55.00 2,475.00 50.0042.00 200.00LF


825.00 1,050.00 3,000.0015 66.00 990.00 70.0055.00 200.00LF


1,950.00 2,250.00 6,000.0030 71.50 2,145.00 75.0065.00 200.00LF



13,090.00 12,495.00 16,660.00119 165.00 19,635.00 105.00110.00 140.00LF


3,840.00 2,400.00 5,040.0012 220.00 2,640.00 200.00320.00 420.00LF


179,655.00 260,190.00 284,970.001239 253.00 313,467.00 210.00145.00 230.00LF


231,000.00 303,600.00 396,000.001320 275.00 363,000.00 230.00175.00 300.00LF


207,675.00 330,150.00 388,725.001065 385.00 410,025.00 310.00195.00 365.00LF


5,200.00 1,200.00 4,000.001 * * * * * * 5,500.00 * * * * * ** * * * * * * * * * * *LS


AT THOR ST. SEWER

15,000.00 11,000.00 20,000.001 * * * * * * 11,000.00 * * * * * ** * * * * * * * * * * *LS



57/329


58/329

Item

No

Bid Item

Description

Estimated

Quantity

Unit

Price

Engineer's

Estimate

Amount

Max J KuneyCompany

Unit

Price Amount


Unit

Price Amount

Goodfellow Bros Inc

Unit

Price Amount


01Schedule




74,496.00 74,496.00 46,560.0018624 22.00 409,728.00 4.004.00 2.50SY

234 SOD INSTALLATION 1,125.00 1,125.00 562.50225 13.20 2,970.00 5.005.00 2.50SY


300.00 300.00 2,500.001 * * * * * * 1,760.00 * * * * * ** * * * * * * * * * * *LS


36,000.00 36,000.00 2,500.001 * * * * * * 11,000.00 *

2013-12-16 full current packet (1)

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