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 06/03/21 EST. NO. 032 TIME 01:43 PM 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 --------------------------------------------------------------------------- 009 0005 2,736.45 A.C. @ U.P.(+) 042721 N SF0010 017 0021 838.00 E.W. @ F.A.(+) 032520 N 246PF5 023 0001 10,110.91 A.C. @ L.S.(+) 052121 N PFE1 0 024 0001 -54,652.39 A.C. @ L.S.(-) 050421 N 0001 0 -40,967.03 TOTAL THIS ESTIMATE 888,885.62 TOTAL PREVIOUS ESTIMATE 847,918.59 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 06/03/21 EST. NO. 032 TIME 01:43 PM 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 LATE CLOSURE 10/19 -7,000.00 006 LATE CLOSURE 10/19 7,000.00 007 MULT PERFORM FAILURE -728,036.76 007 RTRN PERFORM FAILURE 728,036.76 008 MISSING DBE MAY -10,000.00 014 MISSING DBE MAY RET 10,000.00 015 SWPPP AHRD COPIES -159,414.79 015 SUB ISSUES ITEM 5 -85,235.98 016 SUB ISSUES ITEM 58 -23,434.80 016 SWPPP HARD COPY RET 159,414.79 016 MISSING DBE -10,000.00 022 MISSING DBE RETURN 10,000.00 023 MISSING CEM-2402F -10,000.00 029 FINAL CPM -10,000.00 030 RECD CEM-2402F 10,000.00 030 FINAL CPM 10,000.00 031 ITEM 5 PART RETURN 32,588.65 031 ITEM 5 RETURN 52,647.33 032 ITEM 58 RETURN 23,434.80 032 76,082.13 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 004 MISSING PAYROLLS -2,000.00 005 RECD PAYROLLS EST 4 5,000.00 006 MISSING PAYROLLS -10,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -2,000.00 009 RECD PAYROLLS EST 5 2,000.00 009 RECD PAYROLLS EST 7 10,000.00 009 RECD PAYROLLS EST 8 10,000.00 009 MISSING PAYROLS -5,000.00 010 MISSING PAYROLLS -3,000.00 011 RECD PAYROLLS EST 11 3,000.00 012 RECD PAYROLLS EST 9 2,000.00 013 RECD PAYROLLS EST 10 5,000.00 013 MISSING PAYROLLS -10,000.00 015 MISSING PAYROLLS -10,000.00 016 MISSING PAYROLLS -10,000.00 017 RECD PAYROLLS EST 15 10,000.00 018 RECD PAYROLLS EST 16 10,000.00 018 RECD PAYROLLS EST 17 10,000.00 019 MISSING PAYROLLS -5,000.00 021 RECD PAYROLSL EST 21 5,000.00 022 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/03/21 EST. NO. 032 TIME 01:43 PM R.E. NAME: CHRIS HANSON 10-1C3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -2,000.00 023 MISSING PAYROLLS -10,000.00 024 RECD PAYROLLS EST 23 2,000.00 026 RECD PAYROLLS EST 25 10,000.00 027 MISSING PAYROLLS -10,000.00 029 RECD PAYROLLS EST 29 10,000.00 030 0.00 0.00 TOTAL DEDUCTIONS 76,082.13 0.00 PROGRAM CAS145 PAGE 1 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 LOCATION FINAL 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 1.000 15,200 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 280,000.00 205.000 287,000 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 005 TRAFFIC CONTROL SYSTEM LS 425,000.0000 425,000.00 1.000 425,000 006 TYPE III BARRICADE EA 66.5000 399.00 6.000 399 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 29,040.00 39,900.000 21,945 008 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 3,960.00 109.000 3,597 009 TEMPORARY PAVEMENT MARKER EA 7.0000 7,420.00 961.000 6,727 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 1.000 36,000 011 TEMPORARY RAILING (TYPE K) LF 16.0000 157,280.00 10,200.000 163,200 012 TEMPORARY CRASH CUSHION MODULE EA 166.0000 15,106.00 91.000 15,106 013 JOB SITE MANAGEMENT LS 45,000.0000 45,000.00 1.000 45,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 1.000 1,850 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 2.000 4,000 016 MOVE-IN/MOVE-OUT EA 850.0000 1,700.00 1.000 850 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 5,000.00 6,962.560 6,962 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 7,650.00 18.000 4,050 019 TEMPORARY FIBER ROLL LF 2.7000 16,524.00 10,450.000 28,215 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 0.000 0 021 STREET SWEEPING LS 13,000.0000 13,000.00 1.000 13,000 022 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 1.000 4,500 PROGRAM CAS145 PAGE 2 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,136.000 5,252 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 1.1100 3,507.60 3,605.000 4,001 025 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 780.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 1.000 56,000 027 ROADWAY EXCAVATION CY 36.5000 719,050.00 16,119.910 588,376 028 SHOULDER BACKING TON 44.0000 44,440.00 554.780 24,410 029 SAND BEDDING CY 90.0000 810.00 8.610 774 030 IMPORTED BORROW (CY) CY 20.0000 98,200.00 9,495.600 189,912 031 SOIL AMENDMENT CY 111.0000 666.00 6.000 666 032 PACKET FERTILIZER EA 1.1100 599.40 466.000 517 033 PLANT (GROUP H) EA 1.3300 41,629.00 28,520.000 37,931 034 PLANT (GROUP A) EA 18.0000 9,360.00 466.000 8,388 035 PLANT (GROUP B) EA 28.0000 224.00 0.000 0 036 PLANT ESTABLISHMENT WORK LS 26,500.0000 26,500.00 1.000 26,500 037 WOOD MULCH CY 45.0000 40,950.00 1,135.000 51,075 038 RUBBER MAT SQYD 94.0000 24,440.00 170.220 16,000 039 CHECK AND TEST EXISTING IRRIGATION LS 550.0000 550.00 1.000 550 FACILITIES 040 OPERATE EXISTING IRRIGATION FACILITIES LS 550.0000 550.00 1.000 550 041 CONTROL AND NEUTRAL CONDUCTORS LS 5,500.0000 5,500.00 1.000 5,500 (ARMOR-CLAD) 042 1 1/2" REMOTE CONTROL VALVE EA 550.0000 1,650.00 3.000 1,650 043 2" REMOTE CONTROL VALVE EA 608.9600 9,743.36 16.000 9,743 044 2" WYE STRAINER ASSEMBLY EA 719.6800 2,878.72 4.000 2,878 045 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 66.4300 3,720.08 56.000 3,720 046 RISER SPRINKLER ASSEMBLY EA 17.7200 9,391.60 466.000 8,257 047 CAM COUPLER ASSEMBLY EA 885.7600 4,428.80 0.000 0 048 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.4300 1,284.70 290.000 1,284 (F) LINE) 049 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.4300 13,608.96 3,072.000 13,608 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,993.000 27,661 (F) (SUPPLY LINE) 051 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6400 6,786.08 1,022.000 6,786 (F) (SUPPLY LINE) 052 3" PLASTIC PIPE (SCHEDULE 40) LF 11.0700 952.02 86.000 952 (F) (SUPPLY LINE) 053 BALL VALVE EA 276.8000 1,107.20 4.000 1,107 054 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 111.0000 1,665.00 17.000 1,887 PIPE CONDUIT 055 6" WELDED STEEL PIPE CONDUIT LF 221.0000 13,039.00 59.000 13,039 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 430.0000 860.00 1.000 430 057 HYDROMULCH SQFT 0.0600 4,644.00 41,417.000 2,485 058 FIBER ROLLS LF 3.3100 24,692.60 7,224.000 23,911 059 HYDROSEED SQFT 0.1000 7,740.00 41,417.000 4,141 060 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 365,580.00 56.000 3,024.00 4,781.800 258,217 061 HIGH FRICTION SURFACE TREATMENT SQYD 128.0000 14,080.00 677.330 86,698 (POLYMER RESIN) 062 PREPAVING INERTIAL PROFILER LS 14,200.0000 14,200.00 1.000 14,200 063 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 2,000.00 2.500 2,000 064 HOT MIX ASPHALT (TYPE A) TON 92.0000 1,821,600.00 66.750 6,141.00 17,417.820 1,602,439 065 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 118.0000 772,900.00 6,221.970 734,192 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3200 8,698.80 7,428.000 9,804 067 PLACE HOT MIX ASPHALT SQYD 83.0000 2,075.00 41.840 3,472 (MISCELLANEOUS AREA) 068 TACK COAT TON 975.0000 27,300.00 4.220 4,114.50 21.410 20,874 069 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6700 42,720.00 20,160.000 53,827 070 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 44,000.00 44.000 44,000 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,400.0000 75,600.00 44.790 62,706 (F) 072 DRILL AND BOND DOWEL LF 33.0000 1,584.00 48.000 1,584 073 FURNISH SIGN STRUCTURE (TRUSS) LB 4.3200 120,061.44 27,792.000 120,061 (F) 074 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3900 10,838.88 27,792.000 10,838 (F) 075 CONCRETE BACKFILL (PIPE TRENCH) CY 215.0000 23,865.00 111.000 23,865 (F) 076 18" REINFORCED CONCRETE PIPE LF 104.0000 94,640.00 314.000 32,656 (CLASS III, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 4 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,520.00 286.000 38,324 (CLASS III, RUBBER GASKET JOINT) 078 14" X 23" OVAL SHAPED REINFORCED LF 124.0000 29,760.00 248.000 30,752 CONCRETE PIPE (CLASS III) 079 18" CORRUGATED STEEL PIPE (.109" THICK) LF 105.0000 75,600.00 740.000 77,700 080 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 98.0000 7,252.00 72.000 7,056 (.079" THICK) 081 12" ENTRANCE TAPER EA 1,200.0000 2,400.00 2.000 2,400 082 12" STEEL FLARED END SECTION EA 365.0000 730.00 2.000 730 083 18" STEEL FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400 084 18" CONCRETE FLARED END SECTION EA 1,875.0000 1,875.00 1.000 1,875 085 REMOVE CULVERT (LF) LF 37.0000 25,530.00 635.100 23,498 086 REMOVE DOWNDRAIN (EA) EA 1,125.0000 3,375.00 3.000 3,375 087 REMOVE INLET EA 825.0000 6,600.00 9.000 7,425 088 REMOVE HEADWALL EA 1,800.0000 1,800.00 1.000 1,800 089 REMOVE FLARED END SECTION (EA) EA 600.0000 1,800.00 2.000 1,200 090 ADJUST INLET EA 2,600.0000 7,800.00 3.000 7,800 091 ROCK SLOPE PROTECTION CY 162.0000 1,782.00 16.500 2,673 (60 LB, CLASS II, METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5000 308.00 43.920 241 093 MINOR CONCRETE (CURB) (CY) CY 2,750.0000 10,725.00 3.840 10,560 094 MINOR CONCRETE (TEXTURED PAVING) CY 1,050.0000 241,500.00 64.350 67,567 095 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 2,679.000 24,111 097 MISCELLANEOUS IRON AND STEEL LB 3.3000 27,680.40 6,954.000 22,948 (F) 098 CHAIN LINK FENCE (TYPE CL-6) LF 37.0000 8,510.00 150.000 5,550 099 REMOVE FENCE LF 11.0000 2,640.00 231.000 2,541 100 REMOVE PAVEMENT MARKER EA 2.2100 1,127.10 906.000 2,002 101 DELINEATOR (CLASS 1) EA 38.7500 775.00 0.000 0 102 GUARD RAILING DELINEATOR EA 55.0000 220.00 22.000 1,210 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.6400 3,386.40 463.000 3,074 PROGRAM CAS145 PAGE 5 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 498 106 REMOVE SIGN PANEL EA 55.0000 55.00 1.000 55 107 RELOCATE ROADSIDE SIGN EA 166.0000 332.00 2.000 332 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,590.00 492.800 6,406 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 3,120.00 387.000 3,096 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,540.00 154.000 2,156 (0.080"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 288.00 32.000 288 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 760.00 37.500 750 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 2,300.00 456.500 2,282 114 METAL (BARRIER MOUNTED SIGN) LB 10.0000 6,500.00 650.000 6,500 115 ROADSIDE SIGN - ONE POST EA 277.0000 6,371.00 28.000 7,756 116 ROADSIDE SIGN - TWO POST EA 388.0000 388.00 1.000 388 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 6,390.00 66.000 5,940 METHOD) 118 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 305.0000 3,965.00 21.000 6,405 119 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 12,180.00 362.000 10,498 120 SOFTSTOP TERMINAL SYSTEM EA 3,100.0000 9,300.00 3.000 9,300 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 775.0000 2,325.00 3.000 2,325 122 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 116,200.00 700.000 116,200 125 CONCRETE BARRIER (TYPE 60R MOD) LF 650.0000 117,000.00 180.000 117,000 126 CONCRETE BARRIER (TYPE 60C MOD) LF 280.0000 42,000.00 150.000 42,000 127 REMOVE GUARDRAIL LF 9.0000 1,980.00 213.000 1,917 128 REMOVE CONCRETE BARRIER LF 62.0000 63,240.00 1,011.000 62,682 PROGRAM CAS145 PAGE 6 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,997.000 13,260 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 1,476.20 1,785.000 2,177 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 1,439.60 1,823.000 2,224 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 10,406.60 8,722.000 10,640 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8800 40,232.00 21,577.000 40,564 (ENHANCED WET NIGHT VISIBILITY) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4400 14,713.20 5,415.000 13,212 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE PAINTED TRAFFIC STRIPE LF 0.4400 26,796.00 13,049.000 5,741 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 8,272.00 9,093.000 4,000 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.4300 1,417.60 149.000 660 138 12" RUMBLE STRIP STA 145.0000 5,655.00 43.000 6,235 (ASPHALT CONCRETE PAVEMENT) 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 140 ROADSIDE WEATHER INFORMATION SYSTEM LS 93,000.0000 93,000.00 1.000 93,000 141 CLOSED CIRCUIT TELEVISION SYSTEM LS 255,000.0000 255,000.00 1.000 255,000 142 RAMP METERING SYSTEM LS 1,660,800.0000 1,660,800.00 1.000 1,660,800 143 FIBER OPTIC SYSTEM LS 2,380,500.0000 2,380,500.00 1.000 2,380,500 144 CHANGEABLE MESSAGE SIGN SYSTEM LS 64,500.0000 64,500.00 1.000 64,500 145 MODIFYING EXISTING ELECTRICAL SYSTEM LS 715,000.0000 715,000.00 1.000 715,000 146 REMOVING EXISTING ELECTRICAL SYSTEM LS 43,000.0000 43,000.00 1.000 43,000 PROGRAM CAS145 PAGE 7 DATE 06/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 01:43 PM ESTIMATE NO. 032 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 10/13/20 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 06/03/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,279.50 11,444,777.65 ADJUSTMENT OF COMPENSATION -41,805.03 77,867.99 EXTRA WORK 838.00 770,050.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -27,687.53 12,292,696.24 147 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 12,564,189.21 TOTAL WORK COMPLETED -27,687.53 12,792,696.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 76,082.13 0.00 TOTAL 48,394.60 12,792,696.24 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 01/04/18 200 04/05/18 04/11/18 10/13/20 197 433 5 0 100% 100% CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/03/21