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Home My WebLink AboutResolutions - No. 2007-52When Recorded, Return to: City of Lodi City Clerk's Office DOC 10 200.7-0se)OS P.O. Box 3006 03/27/2007 11:03M Fee : NC Lodi, CA 95241-1910 Page 1 of 35 Recorded in Official Records County of San Joaquin GARY W. FREEMAN Assessor -Recorder -County Clerk P -td by SHOWN ON DOCUMENT 111111 RESOLUTION NO. 2007-52 A RESOLUTION OF THE LODI CITY COUNCIL ESTABLISHING AN AREA OF BENEFIT AND REIMBURSABLE COSTS FOR LOWER SACRAMENTO ROAD (KETTLEMAN LANE TO HARNEY LANE) IMPROVEMENTS WHEREAS, as part of the City's Lower Sacramento Road (Kettleman Lane to Harney Lane) project and San Joaquin County's Harney Curve project, more than $902,905 in public improvements were constructed that benefit the adjacent parcels and would be required to be installed at the time of development of those parcels. To recover those costs, staff recommends formation of an Area of Benefit pursuant to Lodi Municipal Code (LMC) §16.40.030, as shown on Exhibit A and Exhibit B attached; and WHEREAS, generally, the improvements included the installation of water, sewer, storm drain, traffic signal, and dry utility conduits that are not required for the roadway project, but were installed to avoid trenching in the new roadway in the future; and WHEREAS, pursuant to LMC Section 16.40.030, the costs of improvements installed by the City that benefit adjacent properties and would be required of the properties upon development are reimbursable to the City, as shown in Exhibit C attached. NOW, THEREFORE, BE IT RESOLVED by the Lodi City Council that: a) The City Council hereby establishes an Area of Benefit as shown on Exhibit A. b) A summary by category of reimbursable improvements for each parcel is provided in Exhibit B. This exhibit also provides an explanation of how the benefit was determined for each category. C) The reimbursable costs for each of the benefiting properties have been calculated and are shown in Exhibit C. The total reimbursement to the City is calculated to be $902,905. d) Payment of reimbursement costs will be a condition of approval for any future complete applications for entitlements, including development plans, development agreements, tentative subdivision maps, lot line adjustments, and final maps for the benefiting parcel groups. For payment collection purposes, some of the benefiting parcels have been segregated into the following groups as shown on Exhibit B: 1. Lodi Shopping Center $ 81,748 2. Olive Drive Group $ 44,480 3. Peterson Group $108,397 4. Southwest Gateway Group $596,004 Total reimbursement costs for all parcels within a given group will be payable at the time of City Council approval of a subdivision map within each group and the amount collected would be prorated based upon the area of the subdivision map. e) Pursuant to LMC Section 15.64.080, the reimbursable amount will be adjusted annually to include an amount attributable to interest, which will be based on the change in the Engineering News Record (ENR) 20 Cities Construction Cost Index from January 1, 2006 to January 1st of the year of reimbursement. The beginning ENR index is 7660. f) In conformance with LMC 16.40, the City Council has conducted a public hearing and hereby establishes an Area of Benefit and Reimbursable Costs to recover the cost of improvements constructed with the Lower Sacramento Road (Kettleman Lane to Harney Lane) project that benefit adjacent properties. Dated: March 21, 2007 I hereby certify that Resolution No. 2007-52 was passed and adopted by the Lodi City Council in a regular meeting held March 21, 2007, by the following vote: AYES: COUNCIL MEMBERS — Hansen, Hitchcock, Katzakian, Mounce, and Mayor Johnson NOES: COUNCIL MEMBERS — None ABSENT: COUNCIL MEMBERS — None ABSTAIN: COUNCIL MEMBERS — None v� a i J6F9 City Clerk ...... .... 1 � r 00. .fht�ty =ftsirli 2007-52 Exhibit B Summary of Lower Sacramento Road Reimbursements by Parcel The Lower Sacramento Road Widening Project consisted of reconstructing approximately 6,500 feet of roadway generally between Kettleman Lane and Harney Lane and Century Boulevard between Sylvan Lane and Lower Sacramento Road. Three contracts were awarded, two by the City of Lodi and one by San Joaquin County. They consisted of the Lower Sacramento Road Widening Project (City), Century Boulevard Construct Project (City) and the Harney Curve Project (County). The Harney Lane work consisted of removing the old County roadway and reconstructing a new wider roadway in the approximate same horizontal and vertical location. Right of way was obtained from the adjacent landowners that would accommodate the full future widening of the roadway. Dedication of the rights of way was generally traded for the roadway improvements. Storm drainage facilities were installed to convey runoff from the new roadway to the adjacent storm drainage basin. Existing overhead PG&E distribution lines, ATT phone lines, and Comcast cable lines were relocated to the ultimate future location as allowed by the right of way dedications. At the time the planning and design studies took place, there was no evidence that development of the adjacent vacant parcels would occur any time in the near future. At the time of construction, the City was processing applications for development. Recognizing the City's preference not to open trench across new streets and the cost savings of constructing utilities crossing the roadway during a full closure condition, it was determined that many of the future utilities required to serve the new development could and should be installed concurrently with the construction of the roadway improvements. The following provides a property -specific description of the facilities constructed and the cost share methodology for determining the fair share costs assignment to the property. Lodi Shopping Center Site 1: BDC Lodi III/APN 058-030-13 8 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at an existing manhole providing for a future sanitary sewer service to the site. Another 38 feet of pipe was constructed and a manhole installed for the connection to provide for a future sanitary sewer connection to the site. Costs for the pipe and one-half of the manhole is allocated to the site at a price of $18,570. 10 -inch Water Main: 496 feet of pipe was constructed along the frontage of the site. Half of the cost or 248 feet is allocated to this site for a cost of $12,152. 10 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were installed along with -86 and 105 feet of 10 -inch water pipe extended to the site. The total cost was $13,'789. Lodi Electric Utility Conduit Crossing: A gang of (1) 2 -inch conduit, (1) 4 -inch conduit, and (3) 6 -inch conduits was installed across the street (101.5 feet) at the southerly driveway for future underground phone, television and electrical power to the site. One half of the cost is allocated to the site at a price of $4,573. K:IWPIDEV_SERV\CCSetPHAreaofBenefitLwrSac—ExBlevued.doc 1 Future Traffic Signal Conduit: One conduit each of size 2 -inch and 4 -inch were installed the 100 feet across the street. The full cost of $2,390 is allocated to the site. Design Changes to accommodate the future Lodi Shopping Center Driveway with turn pockets and the traffic signal were completed by Mark Thomas and Company. One-third of the cost is allocated to the site at a price of $18,150. Interim Safety and Traffic Control: In order to prohibit traffic from using the left -turn pockets at the future driveway location, K -rail and delineators were installed at a cost of $4,692. With ten percent added for Engineering and Administration, the total reimbursable cost is $81,748. Southwest Gateway Group Site 2: Van Ruiten/APN 058-030-03 Industrial Waste (30 -inch) Realignment: The manhole and stub (27 feet) required for the realignment of the Industrial Waste Trunkline at the north side of the site is required for the new development. The cost of these facilities is $7,810. Domestic Waste (21 -inch) Realignment: The manhole and stub (38 feet) required for the realignment of the Domestic Waste Trunkline at the north side of the site is required for the new development. The cost of these facilities is $12,030. Domestic Waste (42 -inch) Realignment. The pipe segment at Century Boulevard across Lower Sacramento Road is required for the realignment that is driven by the new development. The cost of the 218 feet of pipe is $85,020. Storm Drainage Outfall (I -Basin to G-Basin/Outfall): The 48 -inch pipe segment at Century Boulevard across Lower Sacramento Road is the outfall line from I -Basin to the WID Terminal Drainage. The cost of the 242 feet of pipe is $49,610. 10 -inch Water Main: The combined frontage width is 492 feet and 492 feet of water pipe was constructed along the frontage of the site. Half of the cost or 246 feet is allocated to this site for a cost of $12,054. 10 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were installed along with 74 and 131 feet of 10 -inch water pipe extended to the site. The total cost was $14,475. Lodi Electric Utility Conduit Crossing: At the south side of Century Boulevard, a 132 -foot conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits, (2) 4 -inch conduits, and (2) 6 -inch conduits. Half of the cost of this crossing was assigned to Site 2. In addition, an 86 -foot conduit crossing of Century Boulevard on the west side of Lower Sacramento Road was constructed with (1) 2 -inch conduit, (2) 4 -inch conduits, and (2) 6 -inch conduits. The cost of this crossing was assigned to Site 2. The total cost for the two conduit crossings is $13,730.20. 48 -inch Storm Drain (Century Boulevard): The storm drain outlet piping for I -Basin was constructed in the correct location with the Lower Sacramento Road and Century Boulevard K:IWPIDEV SERvlccsetPHA..fa..r.tLwrsw-ExB-mvm&&c 2 projects. The total length of pipe was 447 feet and Site 2 was assigned half of the cost. The cost of this piping was $86,817.50. Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is $38,325.00. With ten percent added for Engineering and Administration, the total reimbursable cost is $351,281. Site 3: Van R 'ten/APN 05$-030-04 10 -inch Water Main: The combined frontage width is 90 feet and 90 feet of water pipe was constructed along the frontage of the site. Half of the cost or 45 feet is allocated to this site for a cost of $4,410. Lodi Electric Utility Conduit Crossing: A 97 -foot conduit crossing of Lower Sacramento Road was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 3 and one half to Site 21 at a price of $4,910 each. With ten percent added for Engineering and Administration, the total reimbursable cost is $10,252. Site 4: Van Ruiten/APN 058-030-05 10 -inch Water Main: The frontage width is 660 feet and 660 feet of water pipe was constructed along the frontage of the site. Half of the cost or 330 feet is allocated to this site for a cost of $16,170. Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was installed along with 70 feet of 6 -inch water pipe extended to the site. One 10 -inch service stub with a 10 -inch valve at the main and 74 feet of 10 -inch pipe were installed. The total cost was $9,993.50. With ten percent added for Engineering and Administration, the total reimbursable cost is $27,562. Site 6: Sebumacber/APN 058-040-01 10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was installed along with a 68 feet of 10 -inch water pipe extended to the site. The total cost was $5,547. Lodi Electric Utility Conduit Crossing: A 107 -foot conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 6 and one half to the park site at a price of $3,309 each. K:NWP%DEV_SERVI--CSetPHArcaotBenefitLwrSac_jExB_jeviseddoc 3 Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is $38,325. With ten percent added for Engineering and Administration, the total reimbursable cost is $147,398. Site 7: Schumacher/APN 058-040-02 10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was installed along with 72 feet of 10 -inch water pipe extended to the site. The total cost was $5,743. Lodi Electric Utility Conduit Crossing: A 124 -foot conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 7 and one half to the Vintage Oaks subdivision at a price of $3,844 each. With ten percent added for Engineering and Administration, the total reimbursable cost is $10,546. Site 8: Schumacher/APN 058-040-04 10 -inch Water Main: The frontage width is 317 feet and 317 feet of 10 -inch water pipe was constructed along the frontage of the site. Half of the cost or 158 feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $8,849.50. 8 -inch Water Valve and Service Stub. One 8 -inch service stub with a valve at the main was installed along with 62 feet of 8 -inch water pipe extended to the site. The total cost was $4,095. Lodi Electric Utility Conduit Crossing: A 119 -foot conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 8 and one half to the City at a price of $3,697 each. With ten percent added for Engineering and Administration, the total reimbursable cost is $18,306. Site 9: Schumacher/APN 058-040-05 10 -inch Water Main (City Project): The frontage width is 167 feet and 167 feet of 10 -inch water pipe was constructed along the frontage of the site. Half of the cost or 84 feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $5,223.50. 10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and Harney Lane in lengths of 326 feet and 66 feet, respectively. Half of the cost or 163 feet and 33 feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $15,337. Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2), 4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2), 4 -inch (1), 6 -inch (1)] were installed. Half of the cost of each is allocated to this site for a cost of $7,312. K;NWP\DEV_SERV\CCSetPHArcaoiBenefitLwrsae-Fim- viw dm 4 With ten percent added for Engineering and Administration, the total reimbursable cost is $30,660. Site 23: P tersonlAPN 058-140-52 10 -inch Water Main: The frontage width is 666 feet and 666 feet of water pipe was constructed along the frontage of the site. Half of the cost or 333 feet is allocated to this site for a cost of $16,317. Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 23 is $38,325. Lodi Electric Utility Conduit Crossing: A 150 -foot conduit crossing of Century Boulevard was constructed with (1) 2 -inch conduit, (1) 4 -inch conduit and (3) 6 -inch conduits for future underground phone, television and electrical power to the site. The whole cost is allocated to Site 23 at a price of $11,550. With ten percent added for Engineering and Administration, the total reimbursable cost is $72,811. Site 22: Peterson/APN 058-140-14 10 -inch Water Main: The frontage width is 84 feet and 84 feet of water pipe was constructed along the frontage of the site. Half of the cost or 42 feet is allocated to this site for a cost of $2,058. Lodi Electric Utility Conduit Crossing: A 101.5 -foot conduit crossing of Lower Sacramento Road was constructed with (1) 2 -inch conduits, (1) 4 -inch conduit and (3) 6 -inch conduits for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 1 and one half to Site 22 at a price of $4,573 each. With ten percent added for Engineering and Administration, the total reimbursable cost is 7,294. Site 21: Peterson/APN 058-140-12 10 -inch Water Main: The frontage width is 662 feet and 662 feet of water pipe was constructed along the frontage of the site. Half of the cost or 331 feet is allocated to this site for a cost of $16,219. Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was installed along with 16 feet of water pipe extended to the site. One 10 -inch service stub consisting of 15 feet of 10 -inch pipe was installed. The total cost was $6,257. Lodi Electric Utility Conduit Crossing: A 97 -foot conduit crossing of Lower Sacramento Road was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone, television and electrical power to the site. One half of the cost is allocated to Site 3 and one half to Site 21 at a price of $4,910 each. With ten percent added for Engineering and Administration, the total reimbursable cost is 28,292. K:IWPIDEV_SERV\CCSetPHArewfBenefitLwrSsc_ExB—rcviwA.&c 5 Olive Drive Group Sites 13 through 20 The group of parcels is combined and the fair share cost assigned to each individual parcel is based upon acreage. The total acreage of the area is 6.13 acres. 10 -inch Water Main: The frontage width is 778 feet and 778 feet of water pipe was constructed along the frontage of the site. Half of the cost or 389 feet is allocated to this site for a cost of $19,061. 8 -inch Water Valve and Service: 11 feet of pipe was constructed and a new valve installed to provide service to the site. The total cost was $2,310. 8 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at a new manhole providing for a future sanitary sewer service to the site. A manhole was installed and half the cost was assigned to this site for a total of $11,540. 18 -inch Storm Drain Service: 31 feet of pipe was constructed at a new manhole providing for a future storm drain service to the site. A manhole was installed and the whole cost was assigned to this site because it was the only connection to the manhole. The total cost was $7,525. With ten percent added for Engineering and Administration, the total reimbursable cost is $44,480. Harney Lane (East of Lower Sacramento Road) Site 10: Havn/APN 058-070-07 10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of $7,416. With ten percent added for Engineering and Administration, the total reimbursable cost is $8,158. Site 11 Bell/APN 058-070-08 10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of $7,416. With ten percent added for Engineering and Administration, the total reimbursable cost is $8,158. Site 12 Woods/APN 058-070-09 10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of $7,416. With ten percent added for Engineering and Administration, the total reimbursable cost is $8,158. K:%WP\DEv_SERVICCSetPHA=ofBenefitLwr8w—FXB—miw&&c 6 Site 24 Galindo/ N 058-2 0-06 10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of $2,376. With ten percent added for Engineering and Administration, the total reimbursable cost is $2,614. Site 25 Stice/APN 058-230-07 10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of $2,376. With ten percent added for Engineering and Administration, the total reimbursable cost is $2,614. Site 26 Sanchez/APN 058-230-08 10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of $2,376. With ten percent added for Engineering and Administration, the total reimbursable cost is $2,614. Site 27 S doval/ N 058-230-09 10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of $2,376. With ten percent added for Engineering and Administration, the total reimbursable cost is $2,614. Site 28: SchumacherlAPN 058.230-10 10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and Harney Lane in lengths of 326 feet and 380 feet, respectively. Half of the cost or 163 feet and 190 feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $26,641. Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2), 4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2),4 -inch (1), 6 -inch (1)] were installed. Half of the cost of each is allocated to this site for a cost of $7,312. With ten percent added for Engineering and Administration, the total reimbursable cost is $37,348. K.\WPDEV SERV\CCSetPHAm.fBenefi[L.Sac—F,xB—mvised.dm 7 City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Laney EXHIBIT C Pudic Works Dept Reimbursable Costs ITEM No. DESCRIPTION UNIT QUANTITY Unit Price BDC Lad III SAe No. 1 056-030-13 OAntlty Tolet Ven Rdtsn She No. 3 058430-04 Duan' Told Ven Rdtm She No. 2 058430.03 Que Tote! Van Ruiten Site W. 4 058430-05 Omnlr Total Hmvwd Inveshnents Site No. 5 058-030-6 Qaar84 Tate) Snhumedter Site No. 8 05804401 Quan' Total LOWER SAC ROAD CONSTRUCTION PROTECT 1 84NCH ITARY SEWS PIPE IF 140 185.00 92 17,020. 0.00 0,00 0.00 0.00 0.00 2 21•INCN SANITARY SEWER PIPE LF 38 f 235.00 0.00 0.00 38 5,930.00 0.00 0.00 0,00 3 424NCN SANITARY SEWER PIPE LF 218 380.00 0.00 0.00 218 85,020 0.00 0.00 D.00 4 184NCH STORM DRAIN PIPE LF 51 f 125,00 0.00 0.00 0.00 0.00 0.00 0.00 5 s4NCH STORM DRAIN PIPE LF 242 E 205.00 0.00 0.00 242 49610, 0.00 0.00 0.00 6 30 -INCH INDUSTRIAL WASTE PIPE LF 21 15530 0.00 0.00 27 4,185.DO 0.00 0.00 0.00 7 PIPE MARKERS EA 23 200 .00 0.00 0.00 0.00 0.00 0,00 0.00 8 SIDE INLET CATCH BASIN EA 17 f 95000 0.00 0.00 0. 0.00 0.00 0.00 9 STORM DRAIN MANHOLE EA 14 3,650.00 0.00 0.00 0,00 0.00 0.00 0.00 10 SANITARY SEWER MANHOLE EA 3 3.100.00 0.5 1.550.00 0.00 2 B .00 0. 0. 0.00 11 INDUSTRIAL WASTE MANHOLE EA 1 3 6.00 0.00 0.00 0.00 0.00 0.00 0.00 12 104NCH WATER PIPE LF 2 910 f 49.00 43 21,511 B0 4 410. 451 22 099. 404 19,7% 0.00 68 3,332.00 13 &INCH WATER PIPE LF 1t0 f 35.00 0.00 030 0.00 0.00 0.00 0.00 14 LOCH WATER PIPE LF 190 f 28.00 0.00 0, 0.00 70 1 820.00 0.00 0.00 15 24MCH WATER PIPE EA 3 f 2,625.00 0.00 0.00 0.00 0.00 0.00 0.00 16 TEMPORARY BLOW -OFF EA 14 1,150.00 0.00 0.00 0, 0.00 0.00 0.00 17 WATER VALVE 10•INCH EA 16 2 15.00U1522,684.. 0.00 2 4430.00 1 2 15.00 0.00 1 2 215. 16 WATER VALVE B -INCH FA 5 1 5.00 0.00 6,00 0.00 0. 0.00 19 ATERVALVE&INCH EA 2 $ 1 5.00 0.00 0.00 1 1225. 0. D. 20 IRE HYDRANT ASSEMBLY EA 2 3 .DD 0.00 0.00 0. 0.00 0.00 21 IT2-I4CNI CROSSINGS LF 1,810 S 23.00146 3,358. 132 3,036. 0.00 0.00 107 2481. 22 GONIIXJIT-INC.H CRO88NVO8 LF 812 f 183047 1,552, 132 2112. 0.00 0.00 53 848. 23 CONDUIT 6 PICH CROSSINGS LF 572 f 1740 0.00 132 244. 0.00 0.00 0.00 24 TRAFFICSKINAL SYSTEM CENTURY BLVD LS I f 153 300.00 D. 0.25 38 325. O.DO 0.00 0.25 38 3225 SK3NAL MODIFICATIONS AT KETTLEMAIILOWER SAC LS 1 12000.00 0.00 0. 0.00 0.00 0.00 25 ADD CONOUIT CROSSINGS PER EUD REQUEST LS 1 $ 20,278.20 0. 0.00 030 0.00 0.06 G. CONDUIT 2' CROSSING LF 336 9.50 100 450.00 0.00 86 81 TOD 0.00 030 0.00 R 4' CROSSING LF 092 14.40 IDD 1,440 0.00 172 2,478.60 0.00 0.00 0.00 CONDUIT G CROSSING LF 822 17.70 0.00 0.00 172 3,044.40 0.00 0.00 0.00 CHANGES FUTURE TS 91KETTLEMAN LS 1 55000.00 0.33 18,150. 030 Soo 0.00 0.00 0.00 R27DESIGN MTCO AMF.9WMENT#3 Cia COS %55000 0.00 030 0.00 0.00 0.00 0.00 AM $TEPHENS K-RAiL RENTAL LSf1 500.00 1 t 500.00 0. 0.00 0.00 0.00 0.00 GEORGE REED INSTALL DELNEATORS LS 3,142,38 1 3182.36 0.001 0. 0.00 030 0.00 0.01 0.001 0.00 0.00 0.00 040 NARNEY CURVE PROJECT 0.00 0.00 0.00 O.DD Coo 0.00 1 1(rWATER PIPE LF 1.160 f 72.00 0.00 0.00 0.00 O.DO 0001) 0.00 2 10' WATER VALVE EA 5 3 2,450.00 0.00 0.00 0.00 0.D0 0.00 0.00 3 4" BLOW OFF EA 2 S 2,100.00 0.00 0.00 0.00 0.D0 0.00 0.00 4 EUD CONDUIT CROSSINGS LSR@KARNEY 0.00 0.00 0.00 030 0.00 WEST CROSSING HAR 70IF iM COST LB 1 f 4,875.00 0.00 0.00 0.00 0.00 0.00 EAST CROSSING HARN 70 LF 1!4 COST LS 1 f 4.675.06 0. 0.00 0. 0.00 0.00 NORTH CROSSING LSR 120 LF 112 COST LS 1 9,749.00 0.00 0.00 0.00 0.000.00 0. 0.00 FIDDO 0.00CENTURY BLVD CONSTRUCTION PROJECT 0.00 0.00 0.00 0.001 48' STORM DRAIN PIPE LF 847 205.00 0.00 0,00 423.5 88 817.50 0.00 423.5 09 817.5 TOTAL, CONITUUCTION COSTS S 7 316.]8 9320 f 31! .70 5086.00 f f 183 .50 10%ENGINEERINO l.ADMINIBTRATION S 7,431.64 932.60 f 31113067 S 2509.90 f 13,1".85 TOTAL REIMBURSABLE COMI I 1 81 748.02 f 1021200 f 351 51.37 I 3 27 1.W I is f 147 398,35 K:SWP\3EV_SERV1caPHAreaol8enefiLLmSac_Reimbur&WAsCasls.zlsTotai Project 1 319/2007 City of Lodi Lower Sacramento Road (KoWeman Lane to Harney Lana) EXHIBIT C Public Works Dept Reimbursable Caste ITEM No. DESCRIPTION UNIT QUANTITY UNI Rice Sd� medmr Sib Na. 7 058,040-02 Qaee Tetal Som Silo No. B - mcher 058-096-04 ToW Sclwnacher She No. 9 058-01005 O"Ity law Stlwrngc►ier Site Na. 28 058-230-10 OuWfily ToW QLAM Ku6olr 058-230-04 Tr.W Po[erwn SM No. 23 058.14052 awrof TO LOWER SAC ROAD CONSTRUCTION PROJECT PAIO 1 54MCK SAMMARY SEWER PIPE LF 146 185.00 0.00 0-00 0.00 0.00 0.00 2 214NCH SANITARY SEWER PIPE LF 38 235.00 0.00 ODD 0.00 0.00 S 0.00 3 424NCH SANrrARY SEWER PIPE LF 218 $ 390.00 0.00 O.00 0.00 0.00 S 0.00 4 184NCH STORM DRAIN PIPE LF 51 $ 125.00 0.00 0.00 0.00 0.00 S - 0. 5 48 4NCH STORM DRAIN PIPE LF 242 S 205.00 0.00 0.00 0. O.OD S - 0. 8 304NCH INDUSTRIAL WASTE PIPE LF 27 i 155.00 0.00 0.00 0.00 0.00 f 0.00 7 PIPE MARKERS EA 23 f 200.00 0.00 0.00 0.00 0.00 $ 0.00 8 SIDE INLET CATCH BASIN EA 17 f 96D.00 0.00 O. 0.00 0.00 f 0.00 9 STORM DRAIN MANHOLE EA 14 3850.00 0.00 0. 0.00 0. 0.00 10 SANITARY SEWER MANHOLE EA 3 S 3100.00 0.00 0.00 0.00 0. S - 0.00 11 INDUSTRAL WASTE MANHOLE EA 1 f 3 825.00 0.00 0.00 0.00 0.00 $ - 0.00 12 104NCH WATER PIPE LF 2,910 49.00 72 3528. 158, 7742.00 84 4113. 0. S - 333 18,317. 13 TER PIPE LF 110 35.00 0.00 32 2170.00 0. 0.00 S 0.00 14 TER PIPE LF 190 26.00 0. 0.00 0.00 0.00 f ODD 15 TER PIPE EA 3 2 825.00 0.00 0.00 0.00 0.00 0.00 16 RY BLOW-0FF EA 14 $ 1,150.00 0.00 0. 0.00 0.00 f 0.00 17LVE UERE10.NCH EA 13 S 2215.00 1 2 215. 0.5 1,107.50 0.5 1 107. 0. i8LVE &MCH EA 5 S 1,925.00 0.00 1 119 ALVE B-MICH EA 2 1 .00 0. 0.00 0. 000 S 0.007ASSEMBLY EA 2 3,050.00 0. 0.00 0. 0.00 S - 0.00212 -INCH CROSSINGS LF 1.81 $ 23.00 121 2862.00 11 2,737.00 0.00 0.00 L 0.00 22 canourr 44NCH CROSSINGS LF 912 13.00 62 992. so 930. 0.90 0.00 S 0.00 23 CONDUIT 64 4CH CROSSINGS LF $72 S 17.00 0.00 0. 0.00 O.DO f 0.00 24 TRAFFIC SiCri4AL SYSTEM -MTURY BLVD LS 1 153 300.00 0.00 D. 0.00 0. S - 0.25 38.325. 25 SIGNAL i.IOOIFICATIONS AT KETLEMNILOWER SAC L3 1 12000.00 0.00 0.00 0.00 OAO $ - 0.00 28 CONDUIT CROSSINGS PER EUD REQUEST U3 1 f 20 78.20 0. 0.00 0. 0,00 ; - 0.00 CONDUIT 2' CROSSING LF 335 S 9.50 0.00 0.00 0.00 0.00 $ 1 1425.00 CONDUIT 4"CROSSING LF M2 14.40 0.00 0.00 0.00 0.00 S 1 2150.00 U5WD--VIT e"CRossING LP 622 S 17.70 0.6D 0. O.DO 0.00 7935. 27 DESIGN CHANCES FUTURE TS SMETTLEMAN LS 1 65.000.00 0.00 0. 0.00 0.00 0.00 MTCG AMENDMENT *3 V3 COs x 66 000 0.00 0.Do AM STEPHENS K -RAIL RENTAL LS 1,500.00 0. 0.00 0.00 0.00 0.00 GEORGE REED INSTALL DELINEATORS L5 S 3.192.38 0. 0.00 C 0.00 0.00 0.00 0.00 0. 0.00 0.00 HARNEY CURVE PROJECT 0.00 0.00 0.00 0.00 S 0.00 1 10' WATER PIPE LF 1.160 f 72.00 0.00 0. 186 14 112.00 353 25,416. S 0.00 2 10' WATER VALVE EA 5 S 2.450.00 0.00 0. 0.5 1 0.5 1.225. $ 0.00 3 ' BLOW OFF EA 2 $ 2,100.00 D.00 0.00 0.00 O. S 0.00 4 E IT CROSSINGS EY 0.00 0.00 0.00 0.00 - 0.00 WEST CROSSING 70 LF 1N COST LS 1 f 4,875.00 0. 0.00 0.5 2,437. 0.5 2,437. $ 0.00 EAST CROSSING HARN 70 LF 1K COST LS 1 f 4,075.00 0.00 0.00 0.00 0,00 $ DAO NORTH CROSSING LSR 120 LF (1 12) LS 1 9,749.01) 0.00 0.00 0.5 4,4L4,90 0.5 4874.50 f 0.00 0.00 0.00 0.00 0.00 0.00 CENTURY BLVD CONSTRUC71O11 PROJECT 0.00 0. 0.00 0. S 0.00 1 48' STORM DRAIN PIPE LF 847 S 205.00 0,00 0. 0.00 0. S 0.00 TOTAL CONSTRUCTION COSTS S .4O f 4 130 f 27 7290 f 33 AS f ",192.1 0 10% ENGINEERING i ADMINISTRATION 956.70 f 1664.16 2,78725! f f f /619.20 TOTAL IMMURSABLE COSTS 10 .70 f 1 306.45 959.75 f 37 11.3 K:IWP\DEV_SERV=PHAreaoiBendtLvrSec__Reirnbr®bieC err.idaToW Preled 2 319P2007 City of LOCH Lower Sacramento Road (Ketdeman Lane to Harney Lane) EXHIBIT C Public Works Dept Reimbursable Coats ITEM No. DESCRIPTION UNIT QUANTITY Pelson Sita No. 21 058,114101-112 Peterson Site No. 22 OSS -140.14 Hannan She No. 15 058-140-06 AmWable Site No. f 9 058-14o-10 Frame S71s No. 13 058-14044 Ramauri No. 14 058.540-05 Urrl Rice OLMAlty Tod Quariety Trial Quentity W Qua Tale) Oua Total Qua To101 LOWER SAC ROAD CONSTRUCTION PROJECT 14.88% 5.87% 18.80% 23.98% I is-INCH SANITARY SEWER PIPE LF 140 T 185.D0 0.00 0.00 0.00 GAD 0.00 0.00 2 214NCH aMNA Y SEWER PIPE LF 38 $ 235.DO 0.00 OM00 0.00 0.00 0.00 0.00 3 424INCH SANITARY SEWER PIPE LF 218 $ 390.00 0.00 0.00 0.00 OAO O.DO 0.00 4 klSm4NCH STORM DRAIN PIPE LF 51 125.00 0. 0.00 0.00 0.00 0.DO 0.00 5 4&mcN STORM ORA1H PIPE LF 242 $ 205.00 O.OD 0.00 0.00 0.00 O. 0.00 8 30•INCH 91pU37RVi WASTE PIPE LF 27 S 155.00 0.00 7 PIPE MARKERS EA 23 $ 200.00 0.00 0.0.00 0. 0.00 0.00 S siDEINLET CATCH BASIN EA 17 $ 950.00 0.00 0,0.00 0.00 0.00 0.009 STORMDRAIN MLANHOLE EA 14 3850.00 0.00 0.0.00 0.00 0.00 OMW 10 SANITARY SEWER MANHOLE EA 3 3100.OQ 0.00 0.0.00 0.00 0,00 0.00 11 INDUSTRIAL WASTE MANHOLE EA 5 S 3525.00 0.00 C0.00 0.00 0.00 0.00 12 S64NCHWATER PIPE LF 2910 $ 49.00 346 18954. 42 2.058.0. 0.00 0.00 0,00 53 &INCFI WATER PIPE LF 110 $ 35.00 0. 0.0.00 0.00 0.00 0.00 14 WATER PIPE LF 190 $ 20.00 16 410. 0.0.00 0.00 0. O,W 15 24MCH WATER PIPE EA 3 $ 2 025.00 0.00 0.1).00 r 0.00 000 0.00 10 TEMPOPARY BLOW -OFF EA 14 5 150.00 O.OD 0.0.00 b. 0.00 0.00 WATERVALVE IDINCH EA 10 S 2 15.00 1 2 11& 0.0.00 0.WATER VALVE a -INCH EA 5 $ 1,925.00 COD 0.0.00 ODD ORO OM00 ATERVALVE64NCH EA 2 ; 1 5.00 1 5 0.0. 0.00 0.000.IRE HYDRANT �SS='�Y EA 2 3050.00 0. 0.0. 0.00 0.00 0.01) &NCH CROSSINGS LF 1,810 $ 23.00 f48 3358. 51 1,173.0.00 0.00 0.00 0.01) F23 CONDUIT 44NCH CROSSINW LF 912 18.00 97 1552. 51 $16.0.00 0.00 0.00 0.00 CONDUrT8414CH CROSSMGS LF 572 $ 57.00 0. 152 2,564.OA0 0.00 MOD 0.00 TRAFFIC SIGNAL SYSTEM ZENTORY BLVD LS 1 S 153 300.00 COO 0.0.00 0. 0. 0.00 SIGNAL MODIFICATiONSAT I¢TYLEMAWLOWER SAC LS 1 12000.00 ODD 0.0.00 0. 0. 0.00 ADD CONDUIT CROSSINGS PER ELM REQUEST LS 1 $ 20,278.20 0.00 0.00 0.00 DmO01 OmDD a.Ob CONDUIT 2'CROSSNG LF 336 9.50 0,00 DAO 0,00 BMW MOD GmOD CONDUIT 4' CROSSING LF 442 $ 14.40 0.00 0.00 0MOD 0.00 OM00 OmOD CONDUIT S'CROSSNG LF 622 17.70 0.00 0.00 0moo 0.00 OM00 0.00 27 DESIGN CHANGES FUTURE TS SAMTTLEMAN LS 1 $ 55 000.00 GM00 Coal 11.00 0.00 0.00 0.00 MTOO AMENDMENT 0341/3 %55000 &DO 0.00 0M00 0.00 0.00 0.00 AM STEPHENS i -RAIL RENTAL LS 1500.00 O. DmOO GM001 OM00 OAO 0.00 GEORGE REED INSTALL DELINEATORS LS 3 182.38 ODD 0. 0.00 O. 0.00 0.00 ODD O. 0.00 O. O. 0.00 HARNEY CURVE PROJECT 0.00 OAO 0.00 0. 0.00 5 1a'WATER PIfE LF 1,1 S 72.00 O.OD 0.00 0. O. MOO 2 10'WATER VALVE EA 5 24;0.00 0.00 0.00 0. 0.00 0.00 EA 2 $ 2 100.00 0.00 0.00 0. 0.00 OAO ROSSINGS LSR EY 0.00 0.1)0 0.00 OAO No, 0.00 O HARNE 70 LF IM COST LS 4 S 4,875.00 0.00 0.D0 O.OD 0.00 COO 70 LF SM CO8T LS 1 $ 4.875.00 0.00 0.00 D.OD 0.00 0.00 120 LF 11 COST LS 1 $ 9,749.00 0. D.OD 0.00 COO ODD ON 0. 0. 0,00 0. OADY BLVD CONSTRUCTION PROJECT 0.00 0.00 O. O. 0.00 IN PIPE LF 847 $ 21)5.00 0.00 03)0 0.00 0.00 0, 0.00 TOTAL CONSTRUCTION COSTS $ 25 720.00 ; e O;1A0 ;38.77 16 7,374.71 ; $ 7;4.30 $ S .72 1096 ENONE18tNG $, ADMINISTRATION $ .00 !88.50 I $ 393.tltl 1 1 ; Z37A71 1 4979A3 1; 9tl9J37 TOTAL REIMBURSABLE COSTS ; 28,MmOO S 7,224,110 1 IS30.45 1 1 ; 2,912mlB 7 73.73 1 1$ 50 .40 K1WPMEV SERV=PHAr.woendkLwr5ac_Remb+se6MCoeL LxlsToMl Project City of Lodi Lower Sacramento Road (Kettlaman Lane to Harney Lane) EXHIBIT C Public Works Dept Reimbursable Coats Del Ria Hall Del Rio Zane Gallntl0 Skce She No. 16 05&140-07 Slb No. 17 053140-08 Sib No. 18 058-140-09 Site No. 20 058.140-11 Site No. 24 05&230.06 She No. 25 063230-07 ITEM No. DESCRIPTION K1WRDEV SERV-PHAmaofEerwNLwrSac RelmbursahleCcate.)dsTatal Project 4 9!912007 UNITQUANTITY U�dt Price Trial Qua.' Tool Due Trial (Juan' Tab! OuenB Tore) QuanB Trial LOWER SAC ROAD CONSTRUCTION PROJECT 11.75% 11.42% 5.87% 9.62% 1 &MCH SANITARY SEWER PIPE LF 146 185.00 0.00 0.00 0.00 0. 0.00 0.90 2 21 -INCH SM I TARY SEWER PIPE LF 38 $ 235.00 0. 0. 0.00 0.00 0.00 0.50 3 424NCH SANITARY SEWER PIPE LF 218 $ 390.06 0.00 0,00 0.00 0.00 0.00 O.DO 4 194NCH STORM DRAIN PPE LF 51 f 125.00 0.00 0.00 0.00 0.00 9.00 0.00 5 484NCH STORM DRAIN PIPE LF 242 $ 205.00 0. 0.00 0.00 0.00 0.00 0.00 8 304MCH INDUSTRAL WASTE PIPE LF 27 S 155.00 0,00 9.00 0. 0.00 0.00 0.00 T PIPE MARKERS EA 23 200.00 0.00 0.00 0. 0.00 0.00 0.00 B SIDE INLET CATCH BASIN EA 17 -9W DO 0.00 0.00 0.00 0.00 0.00 0.00 9 STORM DRAM MANHOLE EA 14 3,650.00 & 0.00 0. 0. 0. 0.00 10 SANITARY SEWER MANHOLE EA 3 3100.00 0.00 0.00 D.00 0.00 0. 0.00 11 INDUSMIAL WASTE MANHOLE FA 1 $ 31125.00 0.00 0.00 0.00 0.00 O.DO 0.00 12 104NCH WATER PIPE LF 2 910 S 49.00 0.00 0.00 0,00 0.00 0.00 9.00 13 84MCH WATER PIPE LF 119 S 35.00 0.00 0.00 0.00 0.00 0.00 0.00 14 64NCH WATER PIPE LF 1 S 28.00 0.00 0.00 0. 0.00 0,00 070 15 2 -INCH WATER PIPE EA 3 S 2.625.0a 0.00 0.00 0.00.0.00 0.00 0.00 16 TEMPORARY BLOW -OFF EA 14 1.150.00 0. 0,00 0.00 0.00 0,00 0.00 17 WATER VALVE 10 -INCH - FA 16 2.215.00 0.90 0. 0.00 0.00 0. 0.00 18 WATER VALVE 84NCH EA 5 ; 1.925.001 0. 0. 0.00 0.00 01 0. 19 WATER VALVE 64NCH EA 2 S 1225.00 0.00 0.00 0.00 0.00 0. 0.00 20 FIRE HYDRANT ASSEMBLY EA 2 S 3050.00 0.00 0.00 0.00 0.DD 0.00 0.00 21 CONDUIT 24NCH CROSSINGS LF 1,610 $ 23.00 0.00 0.00 0. 0.00 D.OD 0.00 22 4aNCH CROSSINGS LF 912 S 111.00 0.00 90.0 0. 0.00 0.00 0.00 23 CONDl11T 8-N1CH CROSSINGS LF 572 $ 17.00 &00 0.00 0.00 0.00 0.00 0.00 24 TRAFFIC Sr.KAL SYSTEM -CENTURY BLVD LS 1 S 153 300.00 0.00 0. 0.00 0. 0.00 0.00 25 SIGNAL MODIFICATKINS AT KETTLEMAWLCWER SAC LS 1 12000.00 0.00 0. 0.00 0.00 00.0 0.00 26 ADD CONDUIT CROSSINGS PER EUD REQUEST LS 1 S 20 78.20 0.00 0.00 0.00 0.00 OAO 0.00 CONDUIT2 CCROSSWG LF 336 S 9.W 0.00 0.00 0.00 0.00 0. O.OD CONDUIT 4" CROSSING LF M2 ; 14.40 0.00 0.00 0.00 0-00 0.00 0.00 CONDUITS"CROSSING LF 622 S 17.70 0. 0.00 0. 0.00 0.00 9.00 27 DESIGN CHANGES FUTURE TS S4SETTLEMAN LS 1 S 55 000.00 0. 0.00 0. 0.00 0.00 0.00 WOO AMENDMENT N3 173 X 65,0D0 D. 00.0 0. 0. 0.011 0.00 AM STEPHENS K -RAIL RENTAL LS 1,500.00 0.00 0.00 0.00 0. 0.00 0,00 GEORGE REED INSTALL DELINEATORS LS 3,192.36 0.00 0. 0.00 0. 0.00 0.00 0.00 0.00 0.00 0. C 0.00 HARNEY CUR fE PROJECT 0.00 0.00 0.00 0.001 0.00 0.00 1 10' WATER PIPE LF 1,1 $ 72.00 0.00 0.00 0.00 01001 33EI. 33 2374.00 2 10^ WATER VALVE EA 5 S 2.450.00 0.00 0.00 6.00 0.00 3 V BLOW CFF EA 2 $ 2,100.00 0. 0.00 0.00 0. 4 EUD R CROSSINGS EY 0. 0.00 0.00 0.00 WEST CROSSING 7o LF 114COST LS 1 $ 4,875.00 0.01) 0. 0.00 O W EAST CROSSING HARN 70 LF 114 DOST LS 1 4.875.00 0.00 0. 0. 0.00 a... NORTH CROSSING LSR 120 LF 1f2COST LS 1 $ 9,749.00 0.00 0.00 0. 0.00 0. 0.00 0. 0.00 CENTURY BLVD CONSTRUCTION PROJECT 0.00 0.00 0.00 0. 1 48" STORM DRAM PIPE LF 847 ; 2D5.00 0.00 0,00 0.00 0.00 0.00 TOTAL CONSTRUCTION COSTS 14 740.42 ; 48170.9 f 2 874.71 4.85 74.00 S 2,376.011 10% ENGINEERING A ADIISNI$TRA $ 474.!4 4H.75 $ T37AT 300.1! S 237.80 S TOTAL RENIBURSABLE COSTS ; 6 .36 S 5 24 ; 2 812.18 ; 4 1.07 f 413.60 K1WRDEV SERV-PHAmaofEerwNLwrSac RelmbursahleCcate.)dsTatal Project 4 9!912007 City of Lodi Lower Sacramento Road (Ketfleman Lane to Harney Lane) EXHIBIT C Public Warta Dept Reimbursable Costs ITEM No. DESCRIPTION UNIT QUANTITY Unit Price Sanchez Silo No. 26 058-230-05 Q -thy Tale) Sandoval Woods Ste No. 27 05&230-09 Site No, 12 Q-Mky ChAnSly 056-070-09 d Sell Slb No. 11 05S -07C -05 Quantity Total Ham Site No. 10 056"70-07 Qu-fity Tow LOWER BAC ROAD CONSTRUCTION PROJECT 7 84NCH SANFrARY SEWER PIPE LF 146 155.00 0.00 D.00 0. 0.00 0.00 2 214NCH SANITARY SEWER PIPE LF 38 $ 235.00 0.00 0.00 0. 0.00 0.00 3 424NCH SANITARY SEWER PIPE Lf 216 S 390.00 0.00 0.00 0.00 0.00 0.00 4 184NCH STORM DRAIN PIPE LF 57 $ 125.00 0.00 0.00 op 0.001 0.00 5 iMCHI STORM DRAIN PIPE LF 242 S 206.00 0.00 0.00 0.00 0.001 0.00 6 30 -INCH INDUSTRIAL WASTE PIPE LF 27 f 155.00 0.00 0.00 0,00 0. 0.00 7 PIPE MARKERS EA 23 $ 200.00 0.00 0.00 O.D01 0.00 0.00 8 SIDE INLET CATCH BASIN EA 17 $ 950.00 0.00 0.00 0. 0.00 0.00 9 STORM DRAIN MANHOLE EA 14 S 3AW.00 0.00 0.00 0.00 G.D0 0.00 10 SANITARY SEWER MANHOLE EA 3 $ 3 100.00 0.00 0.00 000 0,00 0.00 11 INDUSTRL{LWASTE MANHOLE EA 1 3625.00 0.00 0.00 0.00 0.00 0.00 12 10•INCH WATER PIPE LF 2.910 S 49.00 0.00 0.00 0.00 0.00 0.00 13 8 -INCH WATER PIPE LF 110 S 35.00 0.00 0.00 0.00 0. 0.00 14 NCH WATER PIPE LF 190 S 28.00 0.00 0.00 0.00 0. 0.00 15 2 -INCH WATER PIPE EA 3 2,625.00 0. 0.00 0.00 0.00 0.00 16 TEMPORARY BLOW -OFF EA 14 S 1.160.00 0.00 0.00 0.00 0.00 0.00 17 WATER VALVE 1aINCH EA 16 ; 2,215.00 0.00 0. 0.00 0.00 0.00 16 "TER VALVE 0-WQH EA 5 $ 1,925,00 0.00 0. 0.00 0.00 0.00 19 "TER VALVE 64NCH EA 2 $ 11,225.00 0.00 0.OD 0.00 0. 0.00 20 F'MIE HYORAN7 ASSEMBLY EA 2 3,050.00 0.00 0.00 0.00 0.00 0.00 21 CONDUIT 24NCH CROSSINGS LF 1.610 f 23.00 0.00 0.00 0. 0.00 OAD 22 IT 444CH CROSSINGS LF 912 16.00 0. 0.00 0. 0.00 0.00 23 COrDW 64NM CROSSINGS LF 572 S 17.00 0. 0.00 0.00 0.130 0.00 24 TRAFFIC SIGNAL SYSTEM -CENTURY BLVD LS 1 f 153,3M.00 0.00 0.00 0.00 0.00 0.00 26 NAL MODIFICATK1nIS AT I�TTLEMANILOWER SAG LS 1 f 12 006.00 0.00 0.00.0.00 0.00 0.00 29 CONDUIT CROSSINGS PER EUD REQUEST LS 1 $ 20,2792D 0.00 0.00 0.00 0.00 0.00 CONDUIT r CROSSING LF 3% $ 9.50 0. 0.00 0,00 0. 0.00 CONDllrr 4' CROSSING LF 442 S 14.40 0. 0.00 0. 0.00 0.00 CONOUfr 8' CROSSING LF 622 S 17.70 0.00 0.00 0.00 0.00 0.00 27 DESIGN CHANGES FUTURE TS SIKETTLEMAN LS 11S 56 000.00 0.00 0.00 0.00 0.00 0.00 MTCO ALIT-NDAENT 93 iB COS X 55000 0.00 0. 0.00 0.00 0.00 AAA STEPHENS K -RAIL RENTAL LS S7 600.00 0.00 0.00 0.00 0.00 0.00 GEORGE REED INSTALL DELINEATORS LS 3192.38 0.00 0.00 0.00 0. 0. 0. 0.00 0. 0.00 0. NARNEY CURVE PROJECT 0. 0,00 0.00 0.00 0. 1 10' WATER PIPE LF I'm ; 72.00 33 2.375.001 33 2,376.00 103 7.416.001 103 7 416. 103 7 416. 2 10' WATER VALVE EA 5 $ 21450.00 0.00 0.00 0.00 0.00 0.00 3 4' BLOW OFF EA 2 S 2,100.00 0.00 0. 0.00 0.00 0.00 4 E'UD CONDUIT CROSSINGS LS EY 0.00 0. 0.00 0.00 0.00 WEST CROSSING 70 LF 114 COST LS 1 $ 4,375.00 0.00 0.00 0. 0, 0. EAST CAOSSM HARN 70 LF 1!{ COST LS 1 $ 4876.00 0.00 0.00 D. 0.00 0. NORTH CROSSING LSR 120 LF 11 COST LS 1 $ 9 749.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 CENTURY BLVD CONSTRUCTION PROJECT 0,00 0.00 0.00 0.00 0.00 1 46' STORM DRAIN PIPE LF 847 S 205.00 0.00 0.00 0.00 0.00 0.00 TOTAL CONSTRUCTKIN COSTS f T;AO is 2,376.00 $ 7 16,00 S 741600 f 7 10"0 10% ENGINEERING d ADMINISTRATION $ 237"0 f 237.60 741.60 747.40 t 741"0 :2,157.60 TOTAL RENBURSABLE COSTS ; 2,!13.00 S 21013.W S 1157.60 S 6157"0 ; K:1WPXDEV 3ERVm PHAmanlBono6tLwrSac_ReimburmbleGaso.MSTDW Project 5 3W2DG7