PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/08/16 EST. NO. 046 TIME 03:00 PM R.E. NAME: STIMSON, PATRICK 05-445904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 093 0001 402,632.57 A.C. @ L.S.(+) 051916 N 0001 0 402,632.57 TOTAL THIS ESTIMATE 3,416,584.65 TOTAL PREVIOUS ESTIMATE 3,819,217.22 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/08/16 EST. NO. 046 TIME 03:00 PM R.E. NAME: STIMSON, PATRICK 05-445904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOURCE INSPECTION -5,000.00 007 PCC AGGREGATE -561.00 010 MISS ANNUAL CEM-4401 -10,000.00 043 MISS CEM-2402F -10,000.00 043 RECD ANNUAL CEM-4401 10,000.00 043 RECD CEM-2402F 10,000.00 044 0.00 -5,561.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,500.00 008 RECD PAYROLLS 1,500.00 010 MISS PAYROLLS -5,000.00 015 RECD PAYROLLS #15 5,000.00 017 MISS PAYROLLS -5,000.00 032 RECD PAYROLLS #32 5,000.00 035 MISS PAYROLLS -10,000.00 043 RECD PAYROLLS 10,000.00 046 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -5,561.00 PROGRAM CAS145 PAGE 1 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 LOCATION FINAL ESTIMATE 05-SLO-101-0.0/0.8 -------------- 05-SB-101-91.0/91.0 FLATIRON WEST INC IN SANTA BARBARA AND SAN LUIS 1770 LA COSTA MEADOWS DRIVE OBISPO COUNTIES IN AND NEAR SANTA SAN MARCOS CA 92078 MARIA FROM 0.5 MILE NORTH OF SANTA MARIA CONNECTOR TO ROUTE 101/166 SEPARATION FED. AID NO. ACST-PEQ1(11)75E REPLACE SUTRUCTURE, ADD LAND AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 1.000 12,500 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,104,000.00 611.000 1,222,000 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 19,020.00 7,597.000 22,791 004 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 005 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 9.0000 28,080.00 3,233.000 29,097 007 TEMPORARY SILT FENCE LF 9.0000 5,310.00 2,905.000 26,145 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 1.000 60,000 009 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 11,000.00 8.000 44,000 010 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 4,050.00 9.000 4,050 012 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 6,300.00 6,319.440 3,159 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 77,000.0000 77,000.00 1.000 77,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 015 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 016 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 017 TYPE III BARRICADE EA 100.0000 2,700.00 9.000 900 018 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,250.00 484.000 12,100 019 TEMPORARY PAVEMENT MARKER EA 6.0000 10,500.00 1,390.000 8,340 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 23,000.0000 23,000.00 1.000 23,000 021 TEMPORARY RAILING (TYPE K) LF 8.0000 266,400.00 30,944.000 247,552 022 TEMPORARY CRASH CUSHION MODULE EA 225.0000 29,250.00 70.000 15,750 PROGRAM CAS145 PAGE 2 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 19,500.00 11,590.000 11,590 STRIPE (HAZARDOUS WASTE) 024 ABANDON CULVERT EA 1,200.0000 1,200.00 1.000 1,200 025 REMOVE CHAIN LINK FENCE LF 4.0000 4,640.00 603.000 2,412 026 REMOVE METAL BEAM GUARD RAILING LF 8.5000 10,370.00 787.500 6,693 027 REMOVE DOUBLE THRIE BEAM BARRIER LF 8.0000 13,280.00 1,912.500 15,300 028 REMOVE SINGLE THRIE BEAM BARRIER LF 7.0000 6,860.00 1,004.000 7,028 029 REMOVE TEMPORARY THERMOPLASTIC TRAFFIC LF 0.5000 10,450.00 42,066.000 21,033 STRIPE 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 13,800.00 19,789.000 9,894 031 REMOVE PAVEMENT MARKER EA 1.0000 2,660.00 2,087.000 2,087 032 REMOVE ROADSIDE SIGN EA 175.0000 1,575.00 4.000 700 033 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 5,300.00 3,168.610 3,168 034 REMOVE OVERSIDE DRAIN EA 600.0000 1,800.00 1.000 600 035 REMOVE PIPE LF 21.0000 2,730.00 0.000 0 036 REMOVE INLET EA 400.0000 400.00 1.000 400 037 REMOVE HEADWALL EA 1,000.0000 2,000.00 0.000 0 038 RELOCATE ROADSIDE SIGN EA 500.0000 1,000.00 6.000 3,000 039 ADJUST INLET EA 1,500.0000 3,000.00 0.000 0 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 16,100.00 3,492.300 24,446 041 REMOVE CONCRETE CY 500.0000 2,000.00 0.000 0 042 REMOVE CONCRETE CURB LF 10.0000 1,800.00 0.000 0 043 REMOVE CONCRETE (CURB AND GUTTER) LF 3.5000 2,030.00 36.000 126 044 REMOVE CONCRETE SIDEWALK LF 6.0000 2,280.00 0.000 0 045 REMOVE CONCRETE DRIVEWAY LF 25.0000 4,250.00 0.000 0 046 REMOVE CONCRETE BARRIER LF 13.0000 10,270.00 728.000 9,464 047 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000 048 BRIDGE REMOVAL (PORTION) LS 820,000.0000 820,000.00 1.000 820,000 049 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000 PROGRAM CAS145 PAGE 3 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 30.0000 234,900.00 10,260.400 307,812 051 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 052 STRUCTURE EXCAVATION (BRIDGE) CY 28.0000 249,564.00 8,913.000 249,564 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 115,675.00 4,627.000 115,675 (F) 054 GEOSYNTHETIC REINFORCEMENT SQYD 6.0000 2,820.00 696.670 4,180 055 EMBANKMENT FILL CY 13.0000 4,810.00 370.240 4,813 (GEOSYNTHETIC REINFORCED EMBANKMENT) 056 CELLULAR SOIL REINFORCEMENT SQFT 6.0000 5,610.00 1,575.000 9,450 057 HIGHWAY PLANTING LS 29,000.0000 29,000.00 1.000 29,000 058 EROSION CONTROL (COMPOST BLANKET) CY 45.0000 16,200.00 231.440 10,414 059 EROSION CONTROL (DRY SEED) (ACRE) ACRE 1,000.0000 14,000.00 14.000 14,000 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 3.000 2,250 061 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 11,400.00 91,815.000 9,181 062 PLANT ESTABLISHMENT WORK LS 16,500.0000 16,500.00 1.000 16,500 063 IRRIGATION SYSTEM LS 21,000.0000 21,000.00 1.000 21,000 064 IRRIGATION SLEEVE LF 20.0000 1,200.00 35.000 700 065 CLASS 2 AGGREGATE BASE CY 33.0000 511,500.00 12,398.420 409,147 066 AGGREGATE BASE (APPROACH SLAB) CY 35.0000 1,225.00 0.000 0 067 HOT MIX ASPHALT TON 94.0000 1,231,400.00 13,240.840 1,244,638 068 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,500.0000 2,250.00 5.300 7,950 PAVEMENT INTERLAYER) 069 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.7500 12,225.00 11,242.000 8,431 070 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 11,975.00 4,242.000 10,605 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,325.00 1,565.500 3,913 073 PLACE HOT MIX ASPHALT SQYD 20.0000 3,200.00 234.450 4,689 (MISCELLANEOUS AREA) 074 TACK COAT TON 1,000.0000 5,000.00 14.860 14,860 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 076 FURNISH 48" CAST-IN-STEEL SHELL LF 275.0000 3,824,975.00 13,814.280 3,798,927 CONCRETE PILING PROGRAM CAS145 PAGE 4 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE 48" CAST-IN-STEEL SHELL CONCRETE EA 9,930.0000 1,856,910.00 187.000 1,856,910 PILE 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 1,051,750.00 4,207.000 1,051,750 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 480.0000 6,191,520.00 12,899.000 6,191,520 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 102,600.00 132.630 79,578 (F) (TYPE N) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 425.0000 85,425.00 153.000 65,025 (TYPE R) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 41,340.00 18.340 23,842 (F) 083 DRILL AND BOND DOWEL LF 19.0000 587,195.00 21,211.410 403,016 084 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,150.0000 2,388,150.00 261.000 2,388,150 GIRDER (70'-80') 085 ERECT PRECAST PRESTRESSED CONCRETE EA 1,100.0000 287,100.00 261.000 287,100 GIRDER 086 CORE CONCRETE (2") LF 28.5000 264,309.00 6,751.000 192,403 087 JOINT SEAL (MR 1 1/4") LF 45.0000 84,150.00 1,828.500 82,282 088 BAR REINFORCING STEEL (BRIDGE) LB 1.0400 4,954,416.48 4,844,745.600 5,038,535 (F) 089 FURNISH SIGN STRUCTURE (TRUSS) LB 4.8000 197,280.00 41,100.000 197,280 090 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 10,275.00 41,100.000 10,275 091 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 8,160.00 680.000 8,160 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 880.00 50.250 552 (0.063"-UNFRAMED) 093 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 48,000.00 48.000 48,000 (SIGN FOUNDATION) 094 ROADSIDE SIGN - ONE POST EA 450.0000 4,500.00 10.000 4,500 095 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 20.0000 5,000.00 250.000 5,000 096 18" ALTERNATIVE PIPE CULVERT LF 50.0000 12,000.00 153.000 7,650 097 24" ALTERNATIVE PIPE CULVERT LF 55.0000 4,840.00 98.300 5,406 098 36" ALTERNATIVE PIPE CULVERT LF 100.0000 17,000.00 0.000 0 099 18" REINFORCED CONCRETE PIPE LF 270.0000 1,620.00 8.000 2,160 100 30" REINFORCED CONCRETE PIPE LF 550.0000 1,650.00 0.000 0 101 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 65.0000 8,450.00 75.500 4,907 (.064" THICK) 102 18" CORRUGATED STEEL PIPE TEE EA 500.0000 1,000.00 1.000 500 103 36" REINFORCED CONCRETE PIPE RISER LF 1,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 125.0000 12,000.00 132.710 16,588 105 ROCK SLOPE PROTECTION TON 85.0000 3,230.00 37.500 3,187 (BACKING NO. 2, METHOD B) 106 MINOR CONCRETE (CHANNEL LINING) CY 500.0000 27,500.00 0.000 0 (F) 107 ROCK SLOPE PROTECTION FABRIC SQYD 32.0000 672.00 68.330 2,186 108 MINOR CONCRETE (CURB AND GUTTER) CY 350.0000 14,000.00 0.000 0 109 MINOR CONCRETE (DRIVEWAY) CY 280.0000 19,600.00 0.000 0 110 MINOR CONCRETE (SIDEWALK) CY 350.0000 9,800.00 56.000 19,600 111 MINOR CONCRETE (CURB RAMP) CY 390.0000 1,170.00 0.000 0 112 MISCELLANEOUS IRON AND STEEL LB 0.7500 3,922.50 1,850.000 1,387 (F) 113 MISCELLANEOUS METAL LB 3.0000 85,518.00 28,506.000 85,518 (F) (RESTRAINER - CABLE TYPE) 114 CHAIN LINK FENCE (TYPE CL-4) LF 15.0000 24,450.00 1,863.000 27,945 115 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 7,200.00 1,039.000 20,780 116 SURVEY MONUMENT EA 500.0000 5,000.00 7.000 3,500 117 DELINEATOR (CLASS 1) EA 40.0000 1,720.00 51.000 2,040 118 GUARD RAILING DELINEATOR EA 25.0000 450.00 28.000 700 119 OBJECT MARKER (TYPE L) EA 40.0000 280.00 5.000 200 120 OBJECT MARKER (TYPE P) EA 40.0000 160.00 5.000 200 121 METAL BEAM GUARD RAILING (STEEL POST) LF 31.0000 41,540.00 1,483.000 45,973 122 VEHICLE BARRICADE (BOLLARD) LS 1,500.0000 1,500.00 1.000 1,500 123 TUBULAR HANDRAILING LF 34.0000 72,318.00 2,127.000 72,318 (F) 124 TUBULAR BICYCLE RAILING LF 75.0000 5,400.00 0.000 0 (F) 125 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 50.0000 19,500.00 354.000 17,700 126 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 2.000 6,000 127 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 2.000 8,000 128 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 6,000.00 3.000 9,000 129 CONCRETE BARRIER (TYPE 60) LF 50.0000 64,000.00 1,247.000 62,350 130 CONCRETE BARRIER (TYPE 60C) LF 50.0000 64,000.00 1,280.000 64,000 PROGRAM CAS145 PAGE 6 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 52.0000 108,680.00 2,150.000 111,800 (F) 132 CONCRETE BARRIER (TYPE 732) LF 60.0000 256,080.00 4,268.000 256,080 (F) 133 CONCRETE BARRIER (TYPE 742) LF 64.0000 133,760.00 2,150.000 137,600 (F) 134 THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 3,655.00 497.000 4,224 135 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 96,600.00 165,568.000 99,340 (SPRAYABLE) 136 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,800.00 3,591.000 14,364 137 MODIFY LIGHTING LS 75,000.0000 75,000.00 1.000 75,000 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 FURNISH 24" CAST-IN-STEEL SHELL LF 155.0000 12,865.00 82.500 12,787 CONCRETE PILING 140 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 3,600.0000 7,200.00 2.000 7,200 PILE PROGRAM CAS145 PAGE 7 DATE 06/08/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-445904 TIME 03:00 PM ESTIMATE NO. 046 BID OPENING 05/11/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/12/15 R.E. NAME: STIMSON, PATRICK DATE OF THIS ESTIMATE 06/08/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 28,565,007.26 ADJUSTMENT OF COMPENSATION 402,632.57 962,487.15 EXTRA WORK 0.00 2,856,730.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 402,632.57 32,384,224.48 141 MOBILIZATION LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 ORIGINAL CONTRACT AMOUNT 30,865,199.98 TOTAL WORK COMPLETED 402,632.57 34,484,224.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -5,561.00 TOTAL 412,632.57 34,478,663.48 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/15/11 820 09/08/11 09/08/11 03/12/15 570 80 26 0 100% 100% STIMSON, PATRICK RESIDENT ENGINEER PROGRAM CAS145 DATE 06/08/16