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 08/22/18 EST. NO. 004 TIME 10:43 AM R.E. NAME: CHRIS HANSON 10-1C3004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/22/18 EST. NO. 004 TIME 10:43 AM R.E. NAME: CHRIS HANSON 10-1C3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATE -199,140.43 002 MISSING MONTHLY DBE -10,000.00 002 MISSING CPM RETURN 199,140.43 003 MISSING DBE RETURN 10,000.00 003 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 004 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 LOCATION PROGRESS ESTIMATE 10-STA-99-R20.9/R24.7 ----------------- 10-SJ-99-0.0/6.8 BAY CITIES PAVING & GRADING, IN STANISLAUS AND SAN JOAQUIN CO INC. IN MODESTO, SALIDA, RIPON AND_____ 1450 CIVIC CT BLDG B #400 MANTECA FROM 0.5 MILES SOUTH OF CONCORD CA 94520 PALENDALE AVE OC TO YOSEMITE AVENUE FED. AID NO. ACNH-P099(616)E LENGTHEN EXST LN TRANS & CONST AUX ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,660.0000 1,660.00 1.000 1,660 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,200.0000 15,200.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 280,000.00 21.000 29,400.00 79.000 110,600 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.020 400.00 0.450 9,000 005 TRAFFIC CONTROL SYSTEM LS 425,000.0000 425,000.00 0.110 46,750.00 0.400 170,000 006 TYPE III BARRICADE EA 66.5000 399.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 29,040.00 16,913.000 9,302.15 39,587.000 21,772 008 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 3,960.00 62.000 2,046.00 109.000 3,597 009 TEMPORARY PAVEMENT MARKER EA 7.0000 7,420.00 584.000 4,088.00 958.000 6,706 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 0.110 3,960.00 0.400 14,400 011 TEMPORARY RAILING (TYPE K) LF 16.0000 157,280.00 4,800.000 76,800.00 10,200.000 163,200 012 TEMPORARY CRASH CUSHION MODULE EA 166.0000 15,106.00 49.000 8,134.00 91.000 15,106 013 JOB SITE MANAGEMENT LS 45,000.0000 45,000.00 0.110 4,950.00 0.400 18,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.040 74.00 0.660 1,221 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 016 MOVE-IN/MOVE-OUT EA 850.0000 1,700.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 5,000.00 0.000 0 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 7,650.00 0.000 0 019 TEMPORARY FIBER ROLL LF 2.7000 16,524.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 0.000 0 021 STREET SWEEPING LS 13,000.0000 13,000.00 0.110 1,430.00 0.400 5,200 022 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.400 1,800.00 0.400 1,800 PROGRAM CAS145 PAGE 2 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2700 9,156.70 3,740.000 4,749 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 1.1100 3,507.60 3,380.000 3,751.80 3,380.000 3,751 025 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 780.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 0.850 47,600 027 ROADWAY EXCAVATION CY 36.5000 719,050.00 2,586.000 94,389.00 10,903.000 397,959 028 SHOULDER BACKING TON 44.0000 44,440.00 0.000 0 029 SAND BEDDING CY 90.0000 810.00 0.000 0 030 IMPORTED BORROW (CY) CY 20.0000 98,200.00 3,145.950 62,919 031 SOIL AMENDMENT CY 111.0000 666.00 0.000 0 032 PACKET FERTILIZER EA 1.1100 599.40 0.000 0 033 PLANT (GROUP H) EA 1.3300 41,629.00 0.000 0 034 PLANT (GROUP A) EA 18.0000 9,360.00 0.000 0 035 PLANT (GROUP B) EA 28.0000 224.00 0.000 0 036 PLANT ESTABLISHMENT WORK LS 26,500.0000 26,500.00 0.000 0 037 WOOD MULCH CY 45.0000 40,950.00 0.000 0 038 RUBBER MAT SQYD 94.0000 24,440.00 0.000 0 039 CHECK AND TEST EXISTING IRRIGATION LS 550.0000 550.00 0.000 0 FACILITIES 040 OPERATE EXISTING IRRIGATION FACILITIES LS 550.0000 550.00 0.000 0 041 CONTROL AND NEUTRAL CONDUCTORS LS 5,500.0000 5,500.00 0.000 0 (ARMOR-CLAD) 042 1 1/2" REMOTE CONTROL VALVE EA 550.0000 1,650.00 0.000 0 043 2" REMOTE CONTROL VALVE EA 608.9600 9,743.36 0.000 0 044 2" WYE STRAINER ASSEMBLY EA 719.6800 2,878.72 0.000 0 045 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 66.4300 3,720.08 0.000 0 046 RISER SPRINKLER ASSEMBLY EA 17.7200 9,391.60 0.000 0 047 CAM COUPLER ASSEMBLY EA 885.7600 4,428.80 0.000 0 048 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.4300 1,284.70 0.000 0 (F) LINE) 049 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.4300 13,608.96 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5400 27,661.22 0.000 0 (F) (SUPPLY LINE) 051 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6400 6,786.08 0.000 0 (F) (SUPPLY LINE) 052 3" PLASTIC PIPE (SCHEDULE 40) LF 11.0700 952.02 0.000 0 (F) (SUPPLY LINE) 053 BALL VALVE EA 276.8000 1,107.20 0.000 0 054 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 111.0000 1,665.00 0.000 0 PIPE CONDUIT 055 6" WELDED STEEL PIPE CONDUIT LF 221.0000 13,039.00 0.000 0 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 430.0000 860.00 0.000 0 057 HYDROMULCH SQFT 0.0600 4,644.00 0.000 0 058 FIBER ROLLS LF 3.3100 24,692.60 0.000 0 059 HYDROSEED SQFT 0.1000 7,740.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 365,580.00 1,291.790 69,756 061 HIGH FRICTION SURFACE TREATMENT SQYD 128.0000 14,080.00 0.000 0 (POLYMER RESIN) 062 PREPAVING INERTIAL PROFILER LS 14,200.0000 14,200.00 0.000 0 063 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 2,000.00 0.000 0 064 HOT MIX ASPHALT (TYPE A) TON 92.0000 1,821,600.00 1,532.580 140,997.36 9,914.080 912,095 065 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 118.0000 772,900.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3200 8,698.80 0.000 0 067 PLACE HOT MIX ASPHALT SQYD 83.0000 2,075.00 0.000 0 (MISCELLANEOUS AREA) 068 TACK COAT TON 975.0000 27,300.00 0.000 0 069 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6700 42,720.00 0.000 0 070 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 44,000.00 0.000 0 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,400.0000 75,600.00 0.000 0 (F) 072 DRILL AND BOND DOWEL LF 33.0000 1,584.00 0.000 0 073 FURNISH SIGN STRUCTURE (TRUSS) LB 4.3200 120,061.44 0.000 0 (F) 074 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3900 10,838.88 0.000 0 (F) 075 CONCRETE BACKFILL (PIPE TRENCH) CY 215.0000 23,865.00 0.000 0 (F) 076 18" REINFORCED CONCRETE PIPE LF 104.0000 94,640.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 4 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" REINFORCED CONCRETE PIPE LF 134.0000 37,520.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 078 14" X 23" OVAL SHAPED REINFORCED LF 124.0000 29,760.00 0.000 0 CONCRETE PIPE (CLASS III) 079 18" CORRUGATED STEEL PIPE (.109" THICK) LF 105.0000 75,600.00 0.000 0 080 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 98.0000 7,252.00 22.000 2,156.00 71.000 6,958 (.079" THICK) 081 12" ENTRANCE TAPER EA 1,200.0000 2,400.00 1.000 1,200.00 2.000 2,400 082 12" STEEL FLARED END SECTION EA 365.0000 730.00 1.000 365.00 2.000 730 083 18" STEEL FLARED END SECTION EA 700.0000 1,400.00 0.000 0 084 18" CONCRETE FLARED END SECTION EA 1,875.0000 1,875.00 0.000 0 085 REMOVE CULVERT (LF) LF 37.0000 25,530.00 372.000 13,764.00 392.000 14,504 086 REMOVE DOWNDRAIN (EA) EA 1,125.0000 3,375.00 2.000 2,250 087 REMOVE INLET EA 825.0000 6,600.00 6.000 4,950.00 7.000 5,775 088 REMOVE HEADWALL EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 089 REMOVE FLARED END SECTION (EA) EA 600.0000 1,800.00 0.000 0 090 ADJUST INLET EA 2,600.0000 7,800.00 0.000 0 091 ROCK SLOPE PROTECTION CY 162.0000 1,782.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5000 308.00 0.000 0 093 MINOR CONCRETE (CURB) (CY) CY 2,750.0000 10,725.00 0.000 0 094 MINOR CONCRETE (TEXTURED PAVING) CY 1,050.0000 241,500.00 0.000 0 095 REMOVE CONCRETE CURB (LF) LF 4.0000 2,560.00 0.000 0 096 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 9,180.00 970.000 8,730 097 MISCELLANEOUS IRON AND STEEL LB 3.3000 27,680.40 0.000 0 (F) 098 CHAIN LINK FENCE (TYPE CL-6) LF 37.0000 8,510.00 0.000 0 099 REMOVE FENCE LF 11.0000 2,640.00 231.000 2,541 100 REMOVE PAVEMENT MARKER EA 2.2100 1,127.10 410.000 906.10 796.000 1,759 101 DELINEATOR (CLASS 1) EA 38.7500 775.00 0.000 0 102 GUARD RAILING DELINEATOR EA 55.0000 220.00 0.000 0 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.6400 3,386.40 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OBJECT MARKER (TYPE L) EA 38.7500 38.75 0.000 0 105 REMOVE ROADSIDE SIGN EA 83.0000 581.00 0.000 0 106 REMOVE SIGN PANEL EA 55.0000 55.00 0.000 0 107 RELOCATE ROADSIDE SIGN EA 166.0000 332.00 0.000 0 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,590.00 0.000 0 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 3,120.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,540.00 0.000 0 (0.080"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 288.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 760.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 2,300.00 0.000 0 114 METAL (BARRIER MOUNTED SIGN) LB 10.0000 6,500.00 0.000 0 115 ROADSIDE SIGN - ONE POST EA 277.0000 6,371.00 0.000 0 116 ROADSIDE SIGN - TWO POST EA 388.0000 388.00 0.000 0 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 6,390.00 0.000 0 METHOD) 118 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 305.0000 3,965.00 0.000 0 119 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 12,180.00 0.000 0 120 SOFTSTOP TERMINAL SYSTEM EA 3,100.0000 9,300.00 0.000 0 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 775.0000 2,325.00 0.000 0 122 ALTERNATIVE CRASH CUSHION EA 36,000.0000 36,000.00 1.000 36,000 123 CONCRETE BARRIER (TYPE 60) LF 121.0000 14,520.00 120.000 14,520 124 CONCRETE BARRIER (TYPE 60C) LF 166.0000 116,200.00 0.000 0 125 CONCRETE BARRIER (TYPE 60R MOD) LF 650.0000 117,000.00 0.000 0 126 CONCRETE BARRIER (TYPE 60C MOD) LF 280.0000 42,000.00 0.000 0 127 REMOVE GUARDRAIL LF 9.0000 1,980.00 137.000 1,233.00 213.000 1,917 128 REMOVE CONCRETE BARRIER LF 62.0000 63,240.00 1,011.000 62,682.00 1,011.000 62,682 PROGRAM CAS145 PAGE 6 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 THERMOPLASTIC PAVEMENT MARKING SQFT 6.6400 12,483.20 0.000 0 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 1,476.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 1,439.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 10,406.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8800 40,232.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4400 14,713.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE PAINTED TRAFFIC STRIPE LF 0.4400 26,796.00 10,729.000 4,720.76 13,049.000 5,741 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 8,272.00 3,479.000 1,530 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.4300 1,417.60 0.000 0 138 12" RUMBLE STRIP STA 145.0000 5,655.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.110 605.00 0.400 2,200 SYSTEM ELEMENTS DURING CONSTRUCTION 140 ROADSIDE WEATHER INFORMATION SYSTEM LS 93,000.0000 93,000.00 0.020 1,860 141 CLOSED CIRCUIT TELEVISION SYSTEM LS 255,000.0000 255,000.00 0.010 2,550.00 0.050 12,750 142 RAMP METERING SYSTEM LS 1,660,800.0000 1,660,800.00 0.020 33,216.00 0.130 215,904 143 FIBER OPTIC SYSTEM LS 2,380,500.0000 2,380,500.00 0.100 238,050.00 0.150 357,075 144 CHANGEABLE MESSAGE SIGN SYSTEM LS 64,500.0000 64,500.00 0.230 14,835.00 0.680 43,860 145 MODIFYING EXISTING ELECTRICAL SYSTEM LS 715,000.0000 715,000.00 0.060 42,900.00 0.090 64,350 146 REMOVING EXISTING ELECTRICAL SYSTEM LS 43,000.0000 43,000.00 0.500 21,500 PROGRAM CAS145 PAGE 7 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 10:43 AM ESTIMATE NO. 004 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 854,205.17 2,930,432.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 854,205.17 2,930,432.45 147 MOBILIZATION LS 500,000.0000 500,000.00 0.200 100,000.00 0.950 475,000 ORIGINAL CONTRACT AMOUNT 12,564,189.21 TOTAL WORK COMPLETED 954,205.17 3,405,432.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 949,205.17 3,400,432.45 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/04/18 200 04/05/18 04/11/18 02/19/19 79 17 0 0 27% 40% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/18