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 07/23/19 EST. NO. 015 TIME 09:03 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 --------------------------------------------------------------------------- 001 0033 8,236.35 E.W. @ F.A.(+) 101718 N 0044.1 005 0019 3,663.85 E.W. @ F.A.(+) 050119 N 0090.0 0020 5,495.64 042919 N 0088.0 0021 6,267.91 043019 N 0089.0 006 0005 14,719.91 E.W. @ F.A.(+) 091418 N 560495 007 0009 1,248.95 E.W. @ F.A.(+) 030319 Y 0081.0 008 0015 8,231.25 E.W. @ F.A.(+) 072218 N 0028.1 0016 13,887.10 072318 N 0029.1 0017 12,746.47 080918 N 0030.1 0018 6,449.30 071118 N 0024.1 0019 15,255.18 071218 N 0025.1 0020 1,124.30 062918 N 0010.1 0021 1,574.49 071718 N 0026.1 011 0001 890.37 E.W. @ F.A.(+) 111418 N 0049.0 0004 2,693.85 031419 N 0083.0 012 0003 483.07 E.W. @ F.A.(+) 030819 N 0084.0 014 0003 19,840.21 E.W. @ F.A.(+) 101518 N 581466 122,808.20 TOTAL THIS ESTIMATE 223,596.83 TOTAL PREVIOUS ESTIMATE 346,405.03 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 07/23/19 EST. NO. 015 TIME 09:03 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 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 -149,414.79 -159,414.79 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -159,414.79 -169,414.79 PROGRAM CAS145 PAGE 1 DATE 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 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 0.750 11,400 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 280,000.00 15.000 21,000.00 179.000 250,600 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.030 600.00 0.570 11,400 005 TRAFFIC CONTROL SYSTEM LS 425,000.0000 425,000.00 0.080 34,000.00 0.900 382,500 006 TYPE III BARRICADE EA 66.5000 399.00 6.000 399 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 29,040.00 39,587.000 21,772 008 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 3,960.00 109.000 3,597 009 TEMPORARY PAVEMENT MARKER EA 7.0000 7,420.00 958.000 6,706 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 0.080 2,880.00 0.900 32,400 011 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 0.080 3,600.00 0.900 40,500 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.030 55.50 0.860 1,591 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 016 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 12.000 2,700 019 TEMPORARY FIBER ROLL LF 2.7000 16,524.00 10,134.000 27,361 020 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 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,751 025 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 91.200 3,328.80 16,119.910 588,376 028 SHOULDER BACKING TON 44.0000 44,440.00 425.530 18,723 029 SAND BEDDING CY 90.0000 810.00 0.000 0 030 IMPORTED BORROW (CY) CY 20.0000 98,200.00 9,001.000 180,020 031 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 1.000 550 FACILITIES 040 OPERATE EXISTING IRRIGATION FACILITIES LS 550.0000 550.00 0.500 275 041 CONTROL AND NEUTRAL CONDUCTORS LS 5,500.0000 5,500.00 0.500 2,750 (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 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 1,284.70 290.000 1,284 (F) LINE) 049 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.4300 13,608.96 2,500.000 11,075 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.000 13,850 (F) (SUPPLY LINE) 051 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6400 6,786.08 500.000 3,320 (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 0.000 0 054 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 111.0000 1,665.00 15.000 1,665 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 7,080.000 23,434 059 HYDROSEED SQFT 0.1000 7,740.00 41,417.000 4,141 060 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 365,580.00 243.960 13,173.84 4,062.450 219,372 061 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 1,621.000 149,132.00 17,192.030 1,581,666 065 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 4,027.000 5,315 067 PLACE HOT MIX ASPHALT SQYD 83.0000 2,075.00 14.400 1,195 (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 20,160.000 53,827 070 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 15.660 21,924.00 37.160 52,024 (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 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 23,865.00 111.000 23,865 (F) 076 18" REINFORCED CONCRETE PIPE LF 104.0000 94,640.00 254.000 26,416.00 314.000 32,656 (CLASS III, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 4 DATE 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,600.00 674.000 70,770.00 694.000 72,870 080 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 98.0000 7,252.00 71.000 6,958 (.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 1.000 700 084 18" CONCRETE FLARED END SECTION EA 1,875.0000 1,875.00 1.000 1,875 085 REMOVE CULVERT (LF) LF 37.0000 25,530.00 627.000 23,199 086 REMOVE DOWNDRAIN (EA) EA 1,125.0000 3,375.00 2.000 2,250 087 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 33.300 183 093 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 2,560.00 655.000 2,620 096 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 9,180.00 1,014.000 9,126 097 MISCELLANEOUS IRON AND STEEL LB 3.3000 27,680.40 2,912.000 9,609 (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 1,127.10 796.000 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 3,386.40 393.000 2,609 PROGRAM CAS145 PAGE 5 DATE 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 116,200.00 700.000 116,200 125 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 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 12,788.000 24,041 (ENHANCED WET NIGHT VISIBILITY) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4400 14,713.20 850.000 2,074 (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 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 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 0.820 76,260.00 1.000 93,000 141 CLOSED CIRCUIT TELEVISION SYSTEM LS 255,000.0000 255,000.00 0.290 73,950.00 0.735 187,425 142 RAMP METERING SYSTEM LS 1,660,800.0000 1,660,800.00 0.030 49,824.00 0.940 1,561,152 143 FIBER OPTIC SYSTEM LS 2,380,500.0000 2,380,500.00 0.010 23,805.00 0.940 2,237,670 144 CHANGEABLE MESSAGE SIGN SYSTEM LS 64,500.0000 64,500.00 0.120 7,740.00 0.900 58,050 145 MODIFYING EXISTING ELECTRICAL SYSTEM LS 715,000.0000 715,000.00 0.080 57,200.00 0.800 572,000 146 REMOVING EXISTING ELECTRICAL SYSTEM LS 43,000.0000 43,000.00 0.500 21,500 PROGRAM CAS145 PAGE 7 DATE 07/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3004 TIME 09:03 AM ESTIMATE NO. 015 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 07/20/19 R.E. NAME: CHRIS HANSON DATE OF THIS ESTIMATE 07/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 637,659.14 10,059,558.82 ADJUSTMENT OF COMPENSATION 0.00 102,687.45 EXTRA WORK 122,808.20 243,717.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 760,467.34 10,405,963.85 147 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 12,564,189.21 TOTAL WORK COMPLETED 760,467.34 10,905,963.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -159,414.79 -169,414.79 TOTAL 601,052.55 10,736,549.06 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 08/26/19 179 143 5 0 81% 87% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/19