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10/07/2014 05A Railroad Grade Separation Ph 2 Lincoln Ave.; Final Contract Payment for Apollo, Inc.
BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 5.A. For Meeting of: October 07, 2014 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ITEM TITLE: Final Contract Payment for Apollo, Inc. — CR1818 Yakima Railroad Grade Separation Ph 2 Lincoln Ave. (Standard Motion V -B -Accept the project and approve final payment) SUBMITTED BY: Debbie Cook - Director of Utilities and Engineering - (509) 575-6120 Brett Sheffield - Chief Engineer - (509) 576-6797 SUMMARY EXPLANATION: This project (City Project No.: CR1818) consisted of furnishing all labor, materials and equipment to construct the Yakima Railroad Grade Separations - Ph 2 Lincoln Ave., including the undercrossing, three bridges, and all related work. This project separated Lincoln Avenue and the BNSF mainline by having Lincoln Avenue pass beneath the railroad. The cost overruns were due to the construction of the bottom seal. The method specified to construct the bottom seal, permeation grouting, did not work. The construction method that was ultimately used to construct the bottom seal was to install overlapping concrete columns using a continuous flight auger (CFA). This is the method that was subsequently specified and used on the MLK underpass project. Although the Lincoln Avenue underpass was completed 18 months ago, we were waiting for the Contractor to supply final paperwork. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Project Manager: Brett Sheffield Contractor: Apollo, Inc. Contract Award: 1-20-10 Contract Cost: $17,060,387.18 Amt. This Payment: - 0 - Retainage Due: - 0 - The above total contract cost is for construction only and does not include engineering and other costs. Resolution: Ordinance: Other (Specify): Final Contract Payment Contract: Contract Term: Start Date: End Date: Item Budgeted: Amount: Funding Source/Fiscal Federal Funds, FMSIB, TIB, Public Works Trust Impact: Fund Loan Strategic Priority: Insurance Required? No Mail to: Phone: APPROVED FOR SUBMITTAL: RECOMMENDATION: City Manager Accept the project and approve final estimate. ATTACHMENTS: Description ❑ Final Estimate Upload Date 9/19/2014 Type Cover Memo City of Yakima 129 North 2nd Street Yakima, WA 98901 TO: Apollo Inc. 1133 Columbia Drive PO Box 7305 Kennewick, WA 99336 Yakima Railroad Grade Federal Aid No,: City Project No,: HLA Project No_: Progress Estimate No : Pay Period: Date: Separation -Phase 2 -Lincoln Avenue STPX-NCPD-00S(062) CR1818 06106E 32 AND FINAL June 18, 2013 to July 16, 2013 July 18, 2013 hers e p ' Unit €�ctt ct O ani Unit Pc $id 1t1 t n t ete 3 a€rti u uP To Jafe Contt t ivantity t pet 1 [Mobilization } LS 1 $773,473,19 $ 773,473.19 0% 100% $0.00 $773,47319 100.00% 30 !Mobilization Stormwater LS 1 $61,526.81. $ 61,526,81 0% 100% $0,00 $61,526.81 100.00% 31 2 ] Field Office Building LS 1 $15,747.361 $ 15,747.36 0% 100% $0.00 $15,747 36 100.00% 30 Field Office Building Stormwater LS [ 1 $1,252.641 $ 1,252.64 0% 100% $0 00 $1,252.64 100.00% 31 Subtotal $ 852,000.00 Subtotal $0.00 $852,000.00 100.00% Preparation 3 SPCC Plan LS 1 $100.00 $ 100.00 ; 0% 100% 1 $0.00 $100,00 100,00°/ 30 4 Removal of Structure and Obstruction LS 1 $163,000.00 $ 163,000.00 i 0% 100% $0 00 $163,000.00 100.00% 30 5 Removing Paint Line LF 12,440 $0,75[ $ 9,330,00 0.00 10,514.00 $0,00 $7,885.50 84.52% 30 6 Removing Painted Traffic Marking EA 110 $40.001 $ 4,400,001 0 53 $0.00 $2,12000 48,18°/ 30 7 Removing Painted Crosswalk Line SF 1,310 $1.681 $ 2,200.80 0.00 1,013.00 $0.00 $1,701.84 77.33% 30 Subtotal $ 179,030.80 Subtotal $0.00 $174,807.34 97.64% Grading 8 Roadway Excavation Inc! Haul CY 16,934 [ $9.181 $ 155,454.12 0.00 16,228,30 $0.00 $148,975,79 95,83% 30 9 Channel Excavation Incl. Haul CY 2,300 $6.23 $ 14,329.00 0.00 1,692.60 $0.00 $10,54490 73,59% 31 Controlled Density Fill CY 170 $125,00 $ 21,25000 0.00 168.00 $0.00 0 $21,000.001 98.82% 31 Subtotal $ 191,033.12 1 Subtotal $0.00 $180,520.69 94.50% Stormwater System 11 Quarry Spalls CY 16 $39.00 $ 624.00 000 18.00 $0.00 $702 00 112.50% 31 Corrugated Polyethylene Underdrain 4" pipe LF 4,850 $4,00 $ 19,400.00 0 00 4,930 10 $0,00 $19,720 40 101.65% 31 12A Drain Pipe 4 in, Diam. LF 80 $9,00 $ 720.00 1 0.00 18000 $0,00 $1,620.00 225.00% 31 13 Catch Basin, Type 1 EA 36 $630.00 $ 22,68000 0 $0.00 $22,680,00 100.00% 31 Catch Basin, Type 2, 48 in. Diam 1 $1,370.00 $ 1,370,00 0 $0 00 $1,370.00 100,00% 31 Corrugated Polyethylene Storm Sewer 8" LF 130 $24.00 $ 3,120.00 0,00 130.00 $000 $3,120 00 100.00% 31 16 Corrugated Polyethylene Storm Sewer 12" LF 1,089 $7.40 $ 8,058,60 1 000 1,06800 $0,00 $7,903,20 98.07 % I 31 17 Ductile Iron Storm Sewer 8" pipe LF 506 $25,50 $ 12,903.00 0.00 843 00 $0.00 $21,496,5011 166 60% 31 18 Ductile Iron Storm Sewer 12" pipe ®11 620 $34.00 $ 21,080 00 0.00 619 00 $0.00 $21,046-00 • • : ' 19 Trench Drain ® LF $110.00 $ 2,750.00 0 00 25.00 $0.00 $2,750.00 100.00% ; 31 20 Testing Storm Sewer Pipe 4,210 $0-60 $ 2,526.00 0.00 2,599.00 $0.00 $1,559,40 21 Structure Excavation Class B Incl. Haul CY 520 $29.25 $ 15,210.00 0.00 522-50 $0.00 $15,283.13 100.48% 31 22 Structure Excavation Class B Bottom Seal CY 402 $17.90 $ 7,195.80 , 0 00 244.00 $0.00 $4,367,60 60,70% 31 23 Shoring or Extra Excavation Class 8 SF 1,120 $4 751 $ 5,32000 € 0.00 101.70 $0,00ll 9,08% 24 Geotextile for Underground Drainage SY 570 $0.65 $ 370.50 ] 000 195.60 $0.00 $127.14 34,32 25 Connection to Drainage Structure EA 7 $29.001 $ £ 203.00 0 5 $0.00 $145.00 7143% G \PROJECTS\2006\06106E YA RR GRADE SEPARATION-Apollo\PROGRESS ESTIMATESPROGRESS EST NO 32 FINAL\2013-0716 PROGRESS EST NO 32 FINAL xls tem N. Contract WTfl Quart ' unit Mice Bid Contract Amount Estimate 32 Qua Quantity to Date Amount Que Amount To Cote Contract Quan ' Acta Qat IZIESE11.1111EMION 535250.00 $ 35,25000 0% 100% $0.00 $35,250 00 10000% 31 01=//LS 1 $7,400 00 $ 7,400,00 0% 100% $0.00 $7,400 00 100 00% 31 28 1Precast Oil/Water Separator LS 1 $82,00000 $ 82,000 00 0% 100% 5000 $82,000 00 10000% 31 29 Pumps and Motors LS $33,000.00 $ 33,000 00 0% 100% moo 533.000_00 100 00% 31 30 Piping, Valves and Accessories Pump Station Electrical Telemetry MEM. ampma LS 1 $62,500 00 $110,00000 $ 5 62,500 00 110,00000 0% 0% 100% 100% 5000 5000 562,500_00 5110,000.00 10000% 100_00% 31 31 31 32 540,800,00 $ 40,80000 0% 100% 50.00 $40,800 00 10000% 31 Subtotal $ 494,480.90 Subtotal $0.00 $495,323.45 100.17% Sanitary Sewer 33 PVC Sewer pipe 6" LF 274 $13,60 $ 3,726.40 000 274.00 $0 00 $3,726 40 100 00% 35 EsSewer ElManhole Clean Out EA 4 $510 00 $ 2,04000 0 4 $0 00 $2,04000 100 00% 35 48" Diam. Type 1 i EA NEI IMINI 274 $1,73000E $ 1,730.00 1 0 $000 $1,730,001 10000% 35 El Testing Sewer Pipe 5040 $ 109,60 000 274,00 : $0 00 : : 510960 100 00% Subtotal $ 7,606.00 Subtotal $0.00 $7,606.00 100.00% Water Lines Comb. Air release vacuum valve 2" $2,16000 $ 4,32000 0 2 $0,00 $4,32000 100 00% 34 38 Ductile Iron Pipe for water main 12" 58550 $ 23,512 50 000 240_00 $0,00 $20,520 00 34 39 Pipe Insulation LF 40 $84,00 $ 3,36000 0,00 4000 5000 $3,36000 10000% 40 Connection to existing water main 2" $1,500 00 $ 6,00000 0 4 moo $6,000,00 100 00% 34 41 Steel Casing 22 in diam 521200 $ 34,344 00 000 162 00 $0.00 $34,344 00 100_00% = ElGalvanic Heating Tracing System LS E. $2,23000 $ 2,230,00 0% 100% 50,00 $2,230,00 100 00% 34 Anode EA 2 $800 00 $ 1,60000 0 2 $0,00 51,600.00 100 00% 34 Subtotal $ 75,366.50 T1ttflI $0.00 $72,374.00 96.03% 11111.111.. El En Cone Class 4000 for retaining wall CY 180 $53000 $ 95,400.00 0.00 186,00 5000 $98,580 00 103.33% 50 StReinf Bar for retaing wall LB 18,830 $0 92 $ 17,323.60 000 20,886.90 $0.00 $19,215.95 110 92% 50 46 Conc. Class 4000 for barrier CY 158 $1,235.00 $ 195,130 00 000 184 20 $0.00 $227,487001l850 47 St, reinf. Bar for barrier LB 42,670 5075 $ 32,002 50 000 23,362_10 5000 $17,521 58 50 Bridge railing type BP for wall barrier LF 1,410 $66.00 $ 93,060 00 aoo 1,41000 $0,00 $93,060.00 1 m00% 50 49 Conc Class 4000 for free standing barrier CY 19 $1,153 00 $ 21,907 00 0.00 5_70 5000 $6,572.10 30 00% 50 50 St Reinf Bar for free standing barrier LB 5,160 $0 82 $ 4,231.20 000 744.10 5000 $61016 14,42% 50 Conc. Class 4000 for impact attenuator 3 $369.00 $ 1,107.00 0.00 $0_00 $926.19 83_67% 50 52 St Rein bar for impact attenuator LB 241 5082 $ 197.62 00 $0.00 $181 63 LIW4 50 Subtotal $ 460,358.92 Subtotal $0.00 $464,154.61 100.82% Earthwork Structure excavation class A incl, haul 1,394 1 $935 $ 13,03190 aoo 1,027.12 $0.00 $9,60357 73.68% 50 Structure excavation Stormwater CY 4,181 $9.35 $ 39,092 35 000 3,081 37 $0 00 528,81081 73 70% Shoring or Extra Excavation Class A i LS 1 $23,040 00 $ 23,040.00 : 0% . : 100% . $0.00 $23,040.00 100.00% 50 Shoring - Stormwater 1 LS 1 $5,760 00 $ 5,76000 0% 100% $0,00 $5,760.00 100.00% 31 55 Gravel Backfill for Wall CY 509 1 $3200 $ 16,272.00 0.00 1,581 39 5000 550,604.481 310 99% 50 Gravel Backfill for Wall Stormwater CY 56 1, 53200 $ 1,808,00 0 00 175_71 5000 I 310 99% 31 Subtotal $ 99,006.25 Subtotal $0.00 124.68% tiem N. ript sn Gflntra€et Unit tint i$uant Price IB€d Crrntra t A cruet F not Quantity aanistt 4tnount fo i?at t ua €vo nt To Cfllttraot atit Ott WaII Cap 56 Conc, Class 4000 for Wall Cap - CY 1,914 $233 00 $ 445,962.00 0.00 1,824 10 $0,00 $425,015.30 95.30% 50 57 St. Reiff. Bar for Wall Cap € LB 326,700 $0.70 $ 228,690_00 0 341,472 $0.00 $239,030.40 104 52% 50 Subtotal $ 674,652.00 gg Subtotal] $0.00 ] $664,045.70 98.43% Soldier Pile Walls 58 Shaft-39"Diameter LF 442 $234-00 $ 103,428.00 0.00 566,80 $0.00 $132,631.20 128.24% 50 59 Shaft - 24" Diameter LF 50 $226.00 $ 11,300,00 0.00 61,30 $0.00 $13,853.80 122.60% 50 60 Furnishing Soldier Pile - W24X103 LF 568 $58 001 $ 32,944.00 0.00 566.00 i $0-00 $32,828 00 99.65% 50 61 Furnishing Soldier Pile - W21X55 LF 75 $37.001 $ 2,775.00 0.00 7500 $0.00 $2,775.00 100.00% 50 62 Furnishing Soldier Pile W14x43 LF 58 $32001 $ 1,856,00 0.00 58.00 $0.00 $1,856 00 100.00% 50 63 Lagging for Underpass Wall SF SF 2,143 2,143 $32,001 $ $24,801 $ 68,576.00 53,146.40 000 000 1,887.50 50.00 1,974.40 $0 00 $60,400.00 $48,965.12 88.08% 50 92.13% 50 64 Concrete Fascia Panel Subtotal= $ 274,025.40 Subtotal $0.00 $293,309.12 107.04% BNSF Shoring Wall 65 Shaft -36"Diameter LF 285 $234.00! $ 66690.00 0.00 244.00 $0.00 $57,096,00 85.61% 50 66 Furnishing Soldier Pile - W21X93 1 LF 105 $53.00 $ 5,565_00 000 104.00 $0.00 $5,512 00 99_05% 50 67 Furnishing Soldier Pile - W21X55 LF 152 $37,00 $ 5,624.00 000 152.00 $0,00 $5,624.00 10000 % 50 68 Lagging for BNSF s SF 452 $30.75 $ 13,89900 0.00 448.00 $0.00 $13,776.00' 99.12% 50 Subtotal $ 91,778.00 Subtotal $0.00 1 $82,008.00 89.35% Shotcrete Facing 69 Shotcrete Facing 'l SF 10,700 $16,60 $ 177,620.00 0.00 1 9,351 80 $0.00 1 a $155,239-881 87_40% 50 70 Prefabricated Drainage Mat j SY 1.190 $8,95 $ 10,650.50 000 1.19000 $0.00 $10,650-50 100.00% 50 Subtotal $ 188,270.50 Subtotal $0.00 $165,890.38 88.11% Bottom Seal 71 Bottom Seal LS 1 1 1 $2,580,055.00 $ - 0% 0% $0 00 $0.00 0.00°% 50 72 Bottom Seal Test Program LS [ 1 $132,600.00 $ - 0% 0% $0 00 $0 00 0.00% 50 Subtotal $ Subtotal $0.00 $0.00 0.00% Struts 73 Prestressed Conc. Girder for Strut LF 288 $494.00 $ 142,27200 000 288.00 $000 $142,272.00 100.00% 50 Subtotal $ 142,272.00- Subtotal $0.00 $142,272.00 100.00% Misc. 74 Wet Well Shoring LS t 1 $51,000.00 $ 51,000.00 0% 1 100% ] $000 $51,000.00 100.00% 31 75 Fiber Optic Relocation LS j 1 $17,500.001 $ 17 500,00 0% 100% 5000 $17,500.00 100 00% 30 Subtotal $ 68,500.00 Subtotal $0.00 $68,500.00 100.00% Front Street Bridge 76 Superstructure - Front St. Bridge LS 1 $179,000,001 $ 179,00000 0% 100% $0,00 $179,000.00 100.00% 50 77 Bridge Approach Slab SY 227 $196.00. $ 44,492:00 000 227,00 $0.00 $44,492.00 100% 50 Subtotal' $ 223,492.00 Subtotal $0.00 $223,492.00 100.00% BNSF Bridge ............... _....... 78 Superstructure - BNSF LS 1 $226,00000 $ 226,000.00 0% 100% $0.00 [ $226,000.00 100.00% 50 Subtotal $ 226,000.00 Subtotal $0.00 $226,000.00 100.00% -____. ..... . . D4.cr6on Contract i Unit Unit Quantity i Pric BId Contrct Amawt timae 32 untfty QunUty to e Due Amount To Date Con ctAct QuantityDf Access Road Bridge 79 Superstructure - Access Rd Bridge LS 1 $90,000,001 $ 90,000,00 0% 100% 6000 S90,000001 10000% 50 Subtotal! $ 90,000.00 Subtotal $0.00i $90,000.001 100.00% Pond Structure 80 Conc. Class 4000 CY 194 $477,00 $ 92,538,00 000 195 70 $0.00 693,348 90 100 88% 31 81 St Reinf Bar LB 46,640 $0,79 36,845,60 0,00 56,544 20 8000 $44,669 921 121 24% 31 82 - Bridge Railing Type - Pedestrain LF 220 810000 $ 22,000.00 0.00 213_60 60.00 $21,360 001 97.09% I 31 Subtotal 151,383.60 Subtotal $0.00 $159,378.82 105.28% Loading Dock 83 Conc, Class 4000 CY 9 8596.00 $ 5,364.00 000 9,90 $0,00 $5,900.40 110 00% 50 84 1St Reinf Bar LB 1,415 8090 1,27350 000 1,415.00 8000 $1,27350[10000% 50 Subtotal $ 6,637.50 Subtotal $0.00 f $7,173.90 108.08% Surfacing 85 Crushed Surfacing Base Course TON 1,450 $23 00 $ 33,35000 0.00 2,41736 moo $55,599 28 166.71% 30 Washed Crushed Surfacing Base Course TON 1 670 82730 $ 18,291.00 1 000 558 14 $0,00 $15,237,22 83 30% 31 87 Construction Geotmdile for Separation SY 1 3,108 8080 2,486 40 000 2,911 10 80,00 $2,328 88 9366% 31 88 Crushed Surfacing Top Course 4 . TON 1 155 $2350 3,64250 1 aoo 303 06 6000 $7,121,911 195 52% 30 Subtotal 57,769 90 Subtotal $0.00 $80,287.29 138.98% Asphalt Treated Base 89 Asphalt Treated Base TON 525 86575 $ 34,518,75 000 295.10 $0.00 $19,402 83 56.21% i 30 Subtotal $ 34,518.75 Subtotal $0.00 $19,402.83 56.21% Hot Mix Asphalt Pavement HMA CI 1/2" PG 64-28 TON 2,305 67745 $ 178,522 25 0.00 2,774.30 80_00 $214,869.54 120.36% 30 Subtotal $ 178,522.25 Subtotal] $0.00 $214,869.541 120.36% Erosion Control and Planting 91 Dewatering LS 1 $35,000.00 $ 35,00000 0% 100% 1 $000 $35,00000 10000% 30 Subtotal $ 35,000.00 Subtotal $0.00 $35,000.00 100.00% Traffic 92 Cement Conc Traffic Curb and Gutter LF 1 490 61320$ 6,46800 000 53320 8000 $7,038 24 108 82% 30 93 Extruded Curb LF 375 $4.60 $ 5,865.00 000 29.00 60.00 613340 2 27% 30 94 Cement Conc. Traffic Curb LF , 95 $2775 $ 2,63625 000 127_00 60,00 $3,524,25 133.68% 30 95 Permanent Impact Attenuator EA I 1 $12,00000 $ 12,000.00 0 1 $0.00 $12,000 00 100 00% 30 96 Painted Traffic Arrow EA 93 $45_00 $ 4,18500 0 140 $000 $6,30000 150.54% 30 97 Painted Bicycle Lane Symbol EA 13 $42 00 $ 546.00 0 6 $0.00 $252,00 46 15% 30 98 Painted Traffic Letter EA 88 61900! $ 1,67200 0 156 $0 00 $2,964.00 177.27% 30 99 Paint Line LF 11,910 $0 36 $ 4,28760 0.00 26,077.00 $0.00 $9,387.72 218.95% 30 100 Painted Wide Line . LF 2,345 $0,57[$ 1,33665 000 2,60300 $0,00 $1,483,71 111 00% 30 101 Painted Crosswalk Line 1 SF 2,360 $1.821 $ 4,29520 000 4,491,00 $0 00 $8,173 62 190,30% 30 102 Painted Stop Line 1 LF 540 i $1 981 $ 1,069,20 000 1,250,00 60.00 $2,475.00 231.48% 30 103 Painted Railroad Crossing Symbol 1 EA 7 $350 001 $ 2,45000 0 8 $000 $2,800.00 114.29% I 30 104 Permanent Signing LS 1 $19,50000i 19,500,00 0% 100% 6000 $19,500 00 100.00% 30 105 Illumination System Complete LS 1 1 $105,000 00! $ 105,00000 0% 100% $0.00 $105,000 00 100.00% 63 Contract Unit Oestri• .ti Quart.' Price Sad Contract Amount t ttrn tes 32 a to Gate btu unt Contract To Quan A f • - 1 $64,500 00 $ 64,500.00 0% 100% $0.00 $64,500.00 l00.00% 64 107 Traffic Signal System 1 ave & Lincoln LS $26,700-00 $ 26,700.00 0% 100% $0.00 $26,700.001 100 00% 64 108 Traffic Signal System 3rd & Lincoln LS 1 $5,250 00 $ 5,250.00 0% 100 % $0,00 j l $5,250.001 100.00% IIIIII 109 Traffic Signal 1st st & MLK blvd LS 1 $28,045.00 $ 28,045.00 0% 100% $000 $28,045.00 100 00% 110 Traffic Signal 1st ave & MLK blvd LS ® $43,800,00 1 $43,000 00 $ $ 43,800.00 43,000.00 0% 0% 100% 100% $0.00 50.00 j $43,800 00 100 00% $43,000.001 10000% MEM 111 - _. _ - : Traffic Signal System 2nd ave & MLK LS 1 $94,000 00 $ 94,000,00 0% 100% $000 $94,000.00 100 00% S 64 Project Temporary Traffic Control LS j 1 $112,000.00? $ 112,000.00 0% 100% $000 $112,00000 100 00% 30 Subtotal $ 588,605.90 Subtotal $0.00 101.65% Other Items Structure Surveying $35,700.00 $ 35,700.00 0% 100% $0,00 $35,700.00 100.00% 50 Roadway Surveying $9,100.00 $ 9,100,00 0% 100% $0.00 $9,100,00 100.00% 30 Licensed Surveying (EST) FA i 1 $10,00000 $ 10,000.00 0,00 0.00 $0.00 $000 0.00% 30 Cement Conc Sidewalk SY 300 $2775 $ 8,325 00 0.00 186.20 $0.00 $5,167.05 62,07% 61 Cement Cone Sidewalk Ramp Type 4A $390.00 $ 390.00 0 $0.00 ' $390.00 100.00% 119 Cement Conc. Sidewalk Ramp Type 2 EA 1 $390.00 $ 39000 0 �... 3 $000 $000 $390.00 $1,170.00 10000% 150.00% 61 61 120 Cement Conc Sidewalk Ramp Type 1 $390.00 $ 780.00 0 Concrete Driveway Approach , $95400 $ 4,770,00 0 5 $0.00 $4,770.00 100.00% 61 122 Chain Link Fence Type 1 LF 790 $21.50 $ 16,985.00 000 795.00 $0.00 $17,092 50 100,63% 31 123 End, Gate, Corner and Pull Post for fence $228.00 $ 4,104.00 0 29 I $0 00 $6.612.00 161.11 % ] 31 _ 124 1 Double 20 Ft Chain Link Gate , $692 00 $ 2,076.00 0 3 50.00 $2,076,00 100 00% 125 ;Training HR 1,500 $1.00 $ 1,50000 0.0 1,500,0 $0.00 $1,500.00 100.00% 30 126 I Adjust Manhole $250.00 $ 250.00 0 2 $0.00 j $50000 200 00% 30 127 Type C Progress $30,000.00 $ 30,000.00 0% 100% 80.00 530,000.00 100.00% 30 • Schedule Updates EA 12 $1,000.00 $ 12,000.00 0 12 $000 $12,000.00 100.00 % 30 129 Contractor Publiclnvolvementsupport $1,600.00 $ 1,60000 0% 100% $0.00 $1,60000 100.00% 30 130 l Misc. Force Account Work (EST) FA _ 1 $770,000.00 $ 770,000.00 0.00 1,256,601.07 0.00 $1,256,601.07' 163.19% 30 Subtotal $ 907,970.00 ; Subtotal $0.00 $1,384,668.62 152.50% Alternative Al -Secant Pile Wall Soil Excavation for Lagging Shaft Incl. Haul 1 CY 1,451 _ $106.00 $ 153,806.00 0,00 1,456.40 $0.00 $154,378,40 100 37% 50 Soil Excavation for Reinforced Shaft Incl Haul MB LF 1,838 3,117 $167 00 $ 306,946.00 0.00 1,83240 $000 $306,010,80 99 70% 50 133 Furnishing & Placing Temp. lagging Shaft t $1.00 $ 3,117.00 0.00 2,390-30 $0.00 $2,390,30 76.69% 50 Furnishing & Placing Temp, reinf. Shaft LF $1.00 $ 3,948.00 0.00 3,937.10 $0.00 $3,937 10 99.72% 50 135 Lean Concrete for Shaft CY $297 00 $ 430,947,00 0.00 1,456.40 $0,00 $432,550.80 100.37% 50 Conc. Class 4000P for Shaft CY 1,838 $346 00 $ 635,948,00 0.00 1,832A0 $0.00 $634,010.40 9970% 50 137 St, Reinf. Bar for Shaft 447,592 $0,58 $ 259,603.36 0.00 446,204.26 $0 00 $258,798.47 • • . •' • 50 CSL Access Tube LF $ 133,781.50 0.00 19,364,20 $0.00 $164,595.70 123.03% 50 CSL Test EA 174 5631.00 $ 109,794,00 0 174 $0,00 5109,79400 100,00% 50 • Contract Descri•tion tlnft Quanti. - Estimate 32 Quantity Amount .. Quant' to Date Due Amount Contract To Date Quant Acct Def 140 Secant Pile Wall Test Section LS 1 $58,000.00 $ 58,000.00 0% 100% $0,00 $58,000,00, 10400 % 50 $ 2,095,890.86 Subtotal $0.00 ---- - 101.36% ----. ___-_ Project Total $ 8,394,171.15 1 Total $0.00 $8,949,318.781 106.61% MANGE `3RDE1 NO. 1 1-1 Paint Fiber Optic Beam j LS 1 $4,774 66 $ 4,774.66 0% 100% $0.00 $4,774,661 100,00 % 50 CHANGE ORDER NO, 1, SUBTOTAL $4,774.661 CHANGE ORDER tti.2 2 1 Fabricate embeds for precast 'F' Strut for future artwork,329.36 LS 1 $10,10,329_36° $ 100 / ---$10,329---- ---- $0.00 ,36[ 10000 % ---- - 50 CHANGE ORDER NO, 2, SUBTOTAL $10,329.36 CI ANL E ORDS Nis. 3 100% $0.00 100.00 % 50 3-1 Cost adjustment for unused barrier rebar. LS $3,932.64', $ 3,932.641 0% CHANGE ORDER NO. 3, SUBTOTAL $3,932.64 1CHRId iRDER140_4' 4-1 Galvanize Water Main Casings LS $6,202.46'. $ 6,202.46 03:. 100% $0,00 $6,202,46€ 10000% CHANGE ORDER Na 4, SUBTOTAL $6,202.46 CHANGE ORDER NO ` 5 1 Shotcrete Wall Crack Control Joints LS Q $15,680.00 $ 15,680,00 0% 100% $0,00 CHANGE ORDER NO. 5, SUBTOTAL $15,680,00 $15,680.00 100 00% 50 __.----............... . .... .... CHANGE OP.OER NO. 6 Pedestrian Rail Gates at Retention Pond LS 1 $1,694,001 $ 1,69400 0% 100% $0.00 $1,694.00 100 00% CHANGE ORDER Na 6, SUBTOTAL $1,694.00 CHANGE 7-1 ORDER NO.7 $1,014,036,861 100% $1,014,036_86 100 00% Install Secant Pile Seal - Shoofly/BNSF Br_ =ME $ 1,014,036.86 0% $400 50 Secant Spoils Removal LS 1 :: $ 219,322.88 0% 100% 8000 i $219,322 88 100 00% 50 7-3 Lean Concrete Chipping/Removal LS 1 $80,087.69 $ 80,087.69 0% 100% $0 00 $80,087,691 100,00% 50 CHANGE ORDER NO. 7, SUBTOTAL C {URGER NO, Cost/Time Adjustment for Delays thru 8-1 0 10/18/2010 LS 1 $40,00 00 $ 40,000.00 0% 100% $0.00 $40000.00 100.00% 50 CHANGE ORDER NO, 8, SUBTOTAL $40,000.00 CHAP4 DE 140. Construct East and West Shallow Tremie 9-1 Bottom Seal Sections LS 1 $562,250_00 $ 562,250.00 0% 100% 80.00 $562,250,00 100 00% 50 CHANGE ORDER NO 9, SUBTOTAL $562,250.00 C t4GE 0 ND 10 Construct Secanted Bottom Seal 69+80.5 to 10 1 69+88.50 $290,000 00 $ 290,000,00 0% 100% 50.00 5290,000.00 100 00% 50 CHANGE ORDER NO. 10, SUBTOTAL $290,000.00 Descri.tion Unit Contract Unit Quantit Price = . Estimate 32 Quantit Quantity toDate Amount Due Amount ContractAcct To Date Quanta i Def CHANGE ORDER NO. 11 Construct Edge Bottom Seal North and South of Secanted Seal 69+80.50 to 70+26.50 LS 1 5149,838-07 $ 149,838.07 0% 100% 5000 5149,838.07 100_00% 50 '- CHANGE ORDER NO 11. SUBTOTAL $149,838.07 CI -1 GE ORDER f4O. t2 12-1 Shoring Materials 69+04 to 69+80 - Scheffler '-, LS $178,212.00 $ 178,212.00 0% j 100% 5000 $178,212.00 100_00% 50 12-2 ! Install/Remove Shoring & Bracing - Scheffler LS 1 572,06400 $ 72,064.00 0% 100% $0.00 $72,064.00 100.00% 1 50 12-3 1 Crane Rental - 440 Ton FA EST 535,000 00 $ 35,000.00 0.00 27,905.65 50..00 $27,905.,65 79.73 % 50 12-4 3 Apollo Support Labor, Material, and Equipm't j FA EST 5115,000.00 $ 115,000.00 0.00 30,480,81 5000 530,48081 26,51% 1 50 12-5 Dewatering Added Shoring 69+04 to 69+80 FA EST 515,00000 $ 15,00000 0.00 30.122,32 50.00 $30,122.32 200.82% 50 CHANGE ORDER NO 12, SUBTOTAL Ci i t RDERNG 1 ' Roadway Excavation Including Haul -1,908 $9-18j $ (17,515.44)) SEE BID ITEM 8 ABOVE 0 00 % 30 Tremie Seal Excavation 69+04 to 69+80 FA EST 5300,000.00 $ 300,00000 0,00 158,095_40 $0.00 '- 5158,095_401 52.70% 50 Tremie Seal Concrete 69+04 to 69+80 CY . 5237.00 $ 264,492.00 000 '. 1,116.00 50.00 $264,492.00 10000% 50 CHANGE ORDER NO, 13, SUBTOTAL 5422,587.40 CtANE ORDER NO 14' Eastern Pile Cap Extension 71+60 to 72+22 LS 1 523,186 02 $ 23,186.02 0% 100% _ 5000 523,186,02 100_00% 50 CHANGE ORDER NO. 14, SUBTOTAL $23,186.02 CHANGEORDERt 8 Roadway Excavation Inch Haul EMIKEZMI11111 Mill LS -1 1 525,00000 $ (25,000 00) 0% SEE BID ITEM 100% 8 ABOVE $0.00 -$25,000.00 0 00% 30 10000°! 50 15-1 Shoring Material Credit 15-2 CFA Secant Seal Incl, Spoil Removal 53,093,544.59 $ 3,093,544.59 0% 100% 50.00 53,093,544.59 100,00% 50 15-3 Access Stabilization Rock TON 1,400 $24.431 $ 34,202 00 I a00 1,40000 $0,00 534,20200 10000 % 50 15-4 CFA Lean Concrete Removal CY 559401 $ 294,505.20 000 4,958.04 $000 $294,507.58 100_00% 50 Tremie Seal at Strut C l FA EST 570,000.00 570,000.00 000 70,148,59 $0.00 $70,148.59 100 21% 50 CHANGE ORDER NO, 15, SUBTOTAL $3,467,402.76 CHANGE ORO5R ND. 1 16-1 Strut Scaffolding Cost Adjustment LS 1 $23,270.11 $ 23,27011 0% 100% 50.00 523,27011 100.00% 50 CHANGE 0'1 ' •.16,SUB OTALI $23,270.11 CHANGE 8raOE i; 71 3 Bottom Seal $2,580,055_00 $ (2,580 055.00) SEE BID ITEM 71 ABOVE 0.00% 50 72 Bottom Seal Test Section LS =1 5132,600.003 $ (132,60000) SEE BID ITEM 72 ABOVE a00% 50 CHANGE ORDER NO, 17, SUBTOTAL $0.00 CLQ NO, 18 Equitable Adjustment —13171 &BI72 LS 1 1 $700,000 00 $ 700,000.00 0°! 100% 1 $000 $700,00000 100.00% 50 CHANGE ORDER NO, 18, SUBTOTAL 5700,000.00 �tAN ORf ER t C 1 Remobilize Equipment LS 515,810_00 $ 15,81000 0% 100% $0.00 515,810.00 100.00% 30 EsSite Work FA 58,000_00 $ 8,000.00 o% 0% ` $0.00 $0D0 0,00% 30 Ell 19-4 Trailer Cost LS 53,380_00 $ 3,380.00 0% 100% 1 $000 53,380.00 100_00% 30 Traffic Control Supervisor $6,29a00 $ 6,29000 0% 100% 5000 56,29000 100.00% 64 '... CHANGE ORDER NO. 19, SUBTOTAL $25,480.00 Item No. Description Unit Contracts Unit Quantity Price Bid Contract Estimate 32 1 Quantity Amount Quantity to Date ( Amount Due Amount Contract To Date Quantity Acct Def CHANGE ORDER NO. 20 20-1 DBE Plan Revision LS 1 $0.001 $ - 0°!0 0% $0.00 $000 000% 64 CHANGE ORDER NO, 20, SUBTOTAL $0.001 CHANGE ORDER NO. 21 _.. NEW ITEMS _...._ _ 21-1 Mobilization LS 1..__ 58,500.00 $ 8,500.00 0% 100% 50,00 58500.00 10000% 30.. 21-2 Removal of Structures and Obstructions LS 1 515,32000 $ 15,320,00 0% 100% 50.00 $15,320 00 100_00% _. 30 21-3 Roadway Excavation Inc, Haul CY 1,027 59.21 $ 9,458.67 0,00 1,47390 50.00 $13,574.62 143_52% 30 21-4 3" Minus Ballast Including Haul -1 TON 1,000 $14.50 $ 14,500.00. 000 1,506.62 5000 $21,84599 150_66% 30 21-5 Embankment Compaction CY 97 $1.00 $ 97.00 0.00 97.00 50,00 $97.00 100.00% 30 21-6 ICSBC TON 150 528.00 $ 4,200.00', 0,00 191.40 50,00 55,359.20 127.60% 30 21-7 ,ATB TON 200 $82.00, $ 16,400.00 0.00 27310 50.00 $22,394,20 136.55% 30 21-8 j HMA TON 110 $93.00 $ 10,230.00 0.00 144_50 5000 513,438.50 131,36% 30 21-9 I Curb and Gutter LF 820 $14.50 '.. $ 11,890 00 000 811.00 50.00 511,759.50 98.90% 30 21-10 !Cement Concrete Sidewalk, 4" Thick SY 430 53050', $ 13,115.00 0,00 383.90 $0,00 511,708.95 8a28% 61 21-11 1Cement Concrete Sidewalk, 6" Thick SY 120 $37,00 $ 4,44000 000 13220 $000 54,891,40 110,17% 61 21-12 CSTC TON 70 $30,00 $ 2,100,00 0.00 62.88 5000 $1,886.40 89,83% 61 21-13 8" DI Storm Drain Pipe LF 60 $32.00 $ 1,920.00 000 66.00 5000 $2,11200 110.00% 31 21-14 `12" DI Storm Drain Pipe LF 20 538.00 $ 760.00 0.00 20_00 50.00 576000 10000% 31 21-15 i Catch Basin Type 1 EA 4 598000 $ 3,920.00 0 4 50_00 53,920.00 100_00% 31 21-16 ! Replace CB Grate w/Solid Lid EA 3 $350,00 $ 1,050.00 0 3 50,00 51,050.00 100.00 % 31 21-17 !Survey LS 1 54,704.00 $ 4,704.00 0% 100% 5000 54,704,00 10000% 30 21-18 I Illumination System LS 1 524,904.59 $ 24,904.59 0% 100% 50.00 524,904,59 100.00% 63 EXISTING ITEMS 99 Paint Line LF 650 $0.36 $ 234.00 I SEE BID ITEM 99 ABOVE 10000% 64 CHANGE ORDER NO. 21. SUBTOTAL $168,226.35 CHANGE 0Ri)Ei NO. 22 New ITems 22-1 Install and Pin Barrier LS 1 58,45000 $ 8,45a00 0% 100% 5000 [ 58,45000 100.00% 64 22-2 Purchase Barriers/Pins/Mastic LF 800 $49,30 $ 39 440,00 0 764 $0.00 L 537 665.20 95_50% 64 22-3 Tubular Markers White EA 160 $48,00 $ 7,680.00 0 78 $0,00 53,744.00 48.75% 64 22-4 Traffic Control LS 1 $5,60000, $ 5,600.00 0% 100% $000 55,60000, 100,00% 64 22-5 Add Wet Well Light and Outlet LS 1 53,84000 $ 3,840,00 0% 100% $000 $3,840.00, 10000% 31 EXISTING ITEMS 93 Extruded Curb LF -900 4.60', $ (4,14a00) SEE BID ITEM 93 ABOVE 0,00 % 1 30 CHANGE ORDER NO, 22, SUBTOTAL $59,299.201 item No. ' Description ORDER NO. 23 Unit Contract Quantity Unit Price Bi6Oantract Amatint Estimate 32 afft Quantity to to Amount Amount Due To Date Co Aect atttity CHANGE New Items---_ ----.----. --_. -_ - __ _-. ---_ - 23-1 Final Settlement -Impacts and Extension LS 1 $428,967.00 $.... 428,967 00 Roadway LS 1 $124,640,10 $ 124,640.10 0% 100% 60.00 1 $124,640,101 100.00% 30 Storm LS 1 $45,268.32 $ 45,268.32 0% 100% $0.00 $45,268_32r 100,.00% 31 Water LS 1 $3,851.46 $ 3,851,46 0% 100% 6000 63,85146, 100.00% 34 Sewer LS 1 ( $388.70 $ 388.70 0% 100% $000 $388.70 100,00% Structures LS 1 $233,102.21 $ 233,10221 0% 100% 60.00 $233,102.21 1 100_00% 50 Sidewalks i LS 1 $748.92 $ 748.92 0% 100% $0.00 $748.92 100.00% Lighting ---_ 1 LS 1 $5,365.81 $ 5,365.81 0% 100% $0.00 [ $5,365,81 100,00% Traffic LS 1 $15,60148 $ 15,601,48 0% 100% 50.00 515,60148. 10000% 64 23-2 Asphalt Price Adjustment 1 FA 1 $8,000.00 $ 8,000,00 0% 110% 4 $0.00 $8,827,27, 110..34% 30 Existing Items 22 Structure Exc. CI B Including Haul Bottom Seal CY -402 $17.90 $ (7,195,80) -402 $0,00 -$7,195,80 10000% 31 CHANGE ORDER Na 23, SUBTOTALI $430,598.47'.. CAGE ORDER NOO 24 New Items 24-1 Slurry Seal - MLK Blvd, 9 LS 1 $27,620,00 $ 27,620,00 0% 100% $0,00 $27,620.00 100 00% 30 24-2 Traffic Control and Support 1 FA 1 $2,000.00 $ 2,000 00 0.00 2,362.12 $0.00 $2,362.12 118.11.k 30 Existing Items '... 5 Removing Paint Line LF 6380 5075 $ 4,785.00 I 0 0 $0 00 $0.00 000% 1 30 6 Removing Painted Traffic Marking I EACH 69 ' $40.00_ $ 2,760_00 1 0 0 $0.00 $000 0_00% 30 CHANGE ORDER NO 24, SUBTOTAL $29,982.12 CHANGE ORDER NO. 2 New Items 25-1 Wet Well Panel Heater and Ameters LS 1 $3,143,601 $ 3,143.60 0 i 100 % 1 $000 1 $3,143.60 100-00% 31 OR NCa 2 New Items 26-1 Added Electrical WorkLS 1 537,073.95] 37 073.95) 0% 100% $0.00 $37,073,95 10000% 31 26-2 Additional Wet Well Inspections LS 1 -$16,114.98 $ (16 114.98 0% 100% CHANGE ORDER $000$16,114 NO 26, SUBTOTAL', 98 $20,958.97 100 00 % 30 L CHANGE ORDER SUBTOTAL: $0.00 $8,111,068.40 No. Desc ' . don Contract Bid Contract Estimate 32 W110 Quan ' Amount Quan ° Quantity to Date Amount Due Amount Contract Aeet To Date Chian Def MATERIALS ON HAND PAYMENTS Description MOH Payment Prev. MOH Remaining % Constrd Credit from Est. Amt. Due Acct Def 17-01 Ductile Iron Storm Sewer 8" pipe (MOH) 6,107.09 - 100 00% 100 00% 6,10709 , $' 13,881_06 1 $ - 72338 l $ ' =!= =MI =I= 18-01 Ductile Iron Storm Sewer 12" pipe (MOH) 13,881 06 37-01 Comb Air Release Vacuum Valve 2" (MOH) 723.38 100,00% 38-01 Ductile Iron Pipe for water main 12" (MOH) $ 9,895.29 100 00% 9,89529 , $ 40-01 Connection to Exist Water Main 2" (MOH) 6 4,451 76 100 00% 4,451/6 i $ 41-01 Steel Casing 22 in diam (MOH) $ 12,057.15 100.00% 12,057.15 ! $ - 48-01 B ..- R- ili • Ty.- BP f• W -II B- i (MOH) $ 63,636 30 100,00% 63,636 30 1 $ 50 73-01 Prestressed Conc Girder for Strut $ 139,177.00 $ 48,442 30 1111M11111 100,00% 139,177.00 1 $ - 50 76-01 Superstructure - Front St Bridge (MOH) 1 . 100.00% , 48,442 30 $ - 50 78-01 Superstructure - BNSF (MOH) : $ 78,178 30 loa00% 78,178 30 i $ - 50 79-01 Superstructure -Access Ro Bridge (MOH) $ 26,079.56 100.00% 26,079 56 1 $ - 50 82-01 Bridge Railing Type - Fedestrain (MOH) i $ 2,985.54 IlLEI 100 00% 2,985.54 $ - 31 106-01 Traffic Signal System 1st & Lincoln $ 16,000.00 loa00% 16,00000 $ . 64 63-01 Lagging tsr Underpass Wall $ 5,996.16 II. 100.00% 5,996 16 i $ = 50 138-01 CSL Access Tube (MOH).:- . : $ 53,225 76 100,00% 53,225/6 1 $ - 50 30-01 Pipes, Valves, and Accessories - 100,00% 32,325,45 I $ - 29-01 Pumps and Hardware $ 21,50000 100.00% 21,500 00 BEIEZ:=1 MATERIAL ON HAND PAYMENT: $ _ TOTAL AMOUNT DUE = PROGRESS ESTIMATE + CO's + MOH: $0.00 CUMULATIVE SUBTOTAL $17,060,387.18 PLUS MATERIALS ON HAND $0.00 SUBTOTAL AMOUNTS $17,060,387.18 TOTAL $17,060,387 181 LESS AMOUNTS PREVIOUSLY PAID $17,060.387 18 AMOUNT NOW DUE $0.00 Item 1t No. tont aid COrttract elrrtt Drunmlr? t1 Amount Progress Estimate No. 1 $ 113,300.00 Progress Estivate No. 2 6 211,870.10 Progress Estimate No. 3 $ 957,608.13 Progress Estimate No. 4 $ 890,175.18 Progress Estimate No. 5 $ 304,508.59 Progress Estimate No. 6 $ 608,648.78 Progress Estimate No. 7 $ 498,687.43 Progress Estimate No. 5 5 532,702.18 Progress Estimate No. 9 $ 428,339.11 Progress Estimate No, 10 $ 410,521.73 Progress Estimate No. 11 $ 409,482.59 Progress Estimate No. 12 5 607,148.22 Progress Estimate No. 13 $ 1,182,981.14 Progress Estimate No. 14 6 770.421.09 Progress Estimate No. 15 5 976,169.66 Progress Estimate No. 16 $ 420,489.95 Progress Estimate No. 17 $ 278.675.32 Progress Estimate No. 18 $ 1,263,317.96 Progress Estimate No. 19 $ 2,360.781.73 Progress Estimate No. 20 $ 958,834.95 Progress Estimate No. 21 $ 788.894.79 Progress Estimate No. 22 6 352-881.96 Progress Estimate No. 23 $ 339.506 88 Progress Estimate No. 24 $ 59.922,59 Progress Estimate No. 25 S 149.69021 Progress Estimate No. 26 6 975,415.29 Progress Estimate No. 27 $ 762,679.55 Progress Estimate No, 28 5 56.294.38 Progress Estimate No. 29 $ 106.210.84 Progress Estimate No. 30 5 87.306.85 Progress Estimate No. 31 $ 20.958,97 Progress Estimate No. 32 AND FINAL $ 0.00 hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. 13 W. Soules, PE ACCEPTED: I hereby accept the Final Progress Estimate and Final Contract Voucher Certification, In accordance with Section 1-09.9 of the WSDOT Standard Spec cations. b,. km. Date: ACCOUNT DEFINITION - FOR CITY USE ONLY BID CONTRACT AMOUNT $ 2,438,999 87 $ 885,825.70 AMOUNT DUE PEI 32 FINAL I 60. $O 7,606.00 _ $0.001 1. 4,561,42308 I. _ $0.001 14,655.00 ?Traffic 64 .A