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 11/19/19 EST. NO. 011 TIME 09:36 AM R.E. NAME: HUGO CAMBEROS 06-0Q2804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0006 248.50 E.W. @ F.A.(+) 053019 N 0021.0 003 0001 2,400.00 E.W. @ F.A.(+) 032919 N 0014.0 0003 1,000.00 062619 N 0020.0 0004 1,000.00 062619 N 0029.0 020 0001 5,373.50 E.W. @ F.A.(+) 052319 Y 0022.0 0002 2,508.00 060419 Y 0027.0 0003 2,508.00 061119 Y 0028.0 027 0001 -1,600.00 A.C. @ U.P.(-) 090619 N 001 0 13,438.00 TOTAL THIS ESTIMATE 364,094.81 TOTAL PREVIOUS ESTIMATE 377,532.81 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 11/19/19 EST. NO. 011 TIME 09:36 AM R.E. NAME: HUGO CAMBEROS 06-0Q2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CORE DEFICIENCY JPCP -679.29 004 TC LANE CLOSURES -7,637.00 004 RSC LOW MOR RELTC 50 -1,998.75 006 LCS COMPLIANCE -10,000.00 008 RELTC #50 RSC PLACED -2,256.15 008 LCS COMPLIANCE -10,000.00 009 MONTHLY CPM -30,000.00 009 CLOSURE OPENING COMP -10,000.00 010 CPM SCHEDULE -30,000.00 010 LCS COMPLIANCE -10,000.00 010 CPM SCHEDULE 4 MONTH -40,000.00 011 LCC COMPLIANCE -10,000.00 011 -50,000.00 -162,571.19 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 005 REC'D PAYROLL EST.05 10,000.00 006 MISSING PAYROLL -10,000.00 008 MISSING PAYROLL -5,000.00 010 0.00 -15,000.00 TOTAL DEDUCTIONS -50,000.00 -177,571.19 PROGRAM CAS145 PAGE 1 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 LOCATION PROGRESS ESTIMATE 06-KER-99-23.6/R28.4 ----------------- BROSAMER & WALL, INC. IN KERN COUNTY IN AND NEAR 1777 OAKLAND BLVD. BAKERSFIELD FROM BRUNDAGE LANE OC WALNUT CREEK CA 94596 TO BEARDSLEY CANAL FED. AID NO. B1NH-X029(143)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.8600 1,300.86 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.250 1,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,565.0000 5,643,350.00 9.000 86,085.00 195.000 1,865,175 004 DEVELOP WATER SUPPLY LS 69,200.0000 69,200.00 0.170 11,764.00 0.500 34,600 005 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.700 35,000 006 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.630 756,000 007 FLASHING ARROW SIGN EA 4,700.0000 9,400.00 1.000 4,700 008 TYPE II BARRICADE EA 75.0000 1,350.00 0.000 0 009 TYPE III BARRICADE EA 100.0000 15,000.00 12.000 1,200.00 15.000 1,500 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 3,840.00 210.000 1,260 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3000 1,529,500.00 2,644.000 6,081.20 179,005.000 411,711 012 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 117,600.00 84.000 3,360.00 564.000 22,560 013 TEMPORARY PAVEMENT MARKER EA 6.0000 45,120.00 73.000 438.00 2,619.000 15,714 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 115,900.0000 115,900.00 0.020 2,318.00 0.350 40,565 015 TEMPORARY RAILING (TYPE K) LF 6.3000 1,121,400.00 1,574.000 9,916.20 52,014.000 327,688 016 TEMPORARY CRASH CUSHION MODULE EA 95.0000 20,900.00 14.000 1,330.00 84.000 7,980 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,500.0000 13,000.00 0.000 0 SYSTEM 018 JOB SITE MANAGEMENT LS 119,200.0000 119,200.00 0.020 2,384.00 0.380 45,296 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 24,750.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.2000 11,000.00 0.000 0 024 TEMPORARY CHECK DAM LF 3.0000 225.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 38,000.00 29.000 11,600 026 TEMPORARY FIBER ROLL LF 2.1500 4,300.00 360.000 774 027 TEMPORARY SILT FENCE LF 1.6200 518.40 300.000 486 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 18,000.00 0.000 0 029 STREET SWEEPING LS 104,100.0000 104,100.00 0.020 2,082.00 0.345 35,914 030 TEMPORARY CONCRETE WASHOUT LS 18,000.0000 18,000.00 0.020 360.00 0.350 6,300 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 62,000.00 42,330.000 33,864 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3500 44,800.00 17,820.000 6,237.00 22,820.000 7,987 033 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 12,155.00 800.000 4,400 034 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 035 ROADWAY EXCAVATION CY 36.0000 3,254,400.00 2,176.570 78,356.52 30,629.660 1,102,667 036 ROADWAY EXCAVATION (TYPE Z-2) CY 60.0000 342,600.00 81.570 4,894.20 1,646.570 98,794 (AERIALLY DEPOSITED LEAD) 037 ROADWAY EXCAVATION (TYPE Y-1) CY 25.0000 24,250.00 0.000 0 (AERIALLY DEPOSITED LEAD) 038 STRUCTURE EXCAVATION (RETAINING WALL) CY 46.0000 39,100.00 672.000 30,912 039 STRUCTURE EXCAVATION (GROUND ANCHOR CY 35.0000 13,650.00 390.000 13,650 (F) WALL) 040 STRUCTURE BACKFILL (RETAINING WALL) CY 31.0000 44,640.00 0.000 0 041 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 28.0000 8,288.00 0.000 0 (F) 042 PERVIOUS BACKFILL MATERIAL (RETAINING CY 24.0000 2,880.00 0.000 0 WALL) 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 MAINTAIN EXISTING PLANTED AREAS LS 135,000.0000 135,000.00 0.020 2,700.00 0.350 47,250 045 CHECK AND TEST EXISTING IRRIGATION LS 8,900.0000 8,900.00 1.000 8,900 FACILITIES 046 OPERATE EXISTING IRRIGATION FACILITIES LS 27,000.0000 27,000.00 0.020 540.00 0.350 9,450 047 SALVAGE IRRIGATION FACILITY LS 45,000.0000 45,000.00 1.000 45,000 048 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 32.0000 12,800.00 0.000 0 049 2" BACKFLOW PREVENTER ASSEMBLY EA 5,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 HYDROMULCH SQFT 0.0200 30,000.00 0.000 0 052 HYDROSEED SQFT 0.0500 75,000.00 0.000 0 053 COMPOST (CY) CY 42.1500 378,507.00 0.000 0 054 INCORPORATE MATERIALS SQFT 0.0500 75,000.00 0.000 0 055 CLASS 2 AGGREGATE BASE (CY) CY 32.0000 108,480.00 718.680 22,997 056 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.000 0 057 HOT MIX ASPHALT (TYPE A) TON 109.0000 4,839,600.00 2,184.090 238,065.81 10,907.140 1,188,878 058 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 22.0000 1,342.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 22.0000 5,060.00 0.000 0 060 PLACE HOT MIX ASPHALT SQYD 250.0000 32,500.00 0.000 0 (MISCELLANEOUS AREA) 061 TACK COAT TON 950.0000 2,280.00 0.000 0 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 REMOVE ASPHALT CONCRETE DIKE LF 16.0000 1,760.00 0.000 0 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 36,600.00 0.000 0 065 CONTINUOUSLY REINFORCED CONCRETE CY 218.0000 15,456,200.00 -1,158.070 -252,459.26 2,841.930 619,540 PAVEMENT 066 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,575,000.00 11,093.000 1,663,950 067 JOINTED PLAIN CONCRETE PAVEMENT CY 555.0000 160,950.00 0.000 0 (RSC) 068 DRILL AND BOND (DOWEL BAR) EA 45.0000 52,200.00 104.000 4,680.00 1,512.000 68,040 069 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,300.0000 1,027,000.00 13.110 17,043.00 536.640 697,632 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 GRIND EXISTING CONCRETE SQYD 7.5000 414,000.00 27,603.000 207,022 PAVEMENT 073 GROUND ANCHOR (SUBHORIZONTAL) EA 3,500.0000 168,000.00 48.000 168,000 074 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 139,500.00 0.000 0 PILE (SIGN FOUNDATION) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 556.0000 475,491.20 174.000 96,744 (F) 076 AGGREGATE BASE (APPROACH SLAB) CY 30.0000 8,880.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 686.0000 2,018,898.00 116.000 79,576.00 116.000 79,576 (TYPE R) 078 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 32,400.00 0.000 0 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 297,500.00 2.400 6,000 (F) 080 PAVING NOTCH EXTENSION CF 130.0000 111,670.00 141.000 18,330.00 254.000 33,020 081 FRACTURED RIB TEXTURE SQFT 5.8000 49,305.80 0.000 0 (F) 082 CLEAN EXPANSION JOINT LF 30.0000 28,890.00 0.000 0 083 JOINT SEAL (MR 1") LF 100.0000 199,800.00 0.000 0 084 JOINT SEAL (MR 1 1/2") LF 120.0000 66,240.00 0.000 0 085 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 171,879.24 49,608.000 64,490 (F) 086 STRUCTURAL SHOTCRETE CY 490.0000 63,210.00 129.000 63,210 (F) 087 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 377,600.00 0.000 0 (F) 088 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 37,760.00 0.000 0 (F) 089 REMOVE SIGN STRUCTURE (EA) EA 4,800.0000 14,400.00 0.000 0 090 REMOVE RETAINING WALL (LF) LF 36.0000 15,120.00 0.000 0 091 18" REINFORCED CONCRETE PIPE LF 110.0000 132,000.00 226.000 24,860.00 514.000 56,540 092 18" ELLIPTICAL REINFORCED CONCRETE PIPE LF 105.0000 63,000.00 38.000 3,990.00 378.000 39,690 093 24" REINFORCED CONCRETE PIPE LF 120.0000 32,400.00 10.000 1,200 094 30" REINFORCED CONCRETE PIPE LF 150.0000 300.00 0.000 0 095 18" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 8,000.00 0.000 0 096 24" CORRUGATED STEEL PIPE (.079" THICK) LF 250.0000 2,500.00 0.000 0 097 36" CORRUGATED STEEL PIPE (.079" THICK) LF 160.0000 320.00 16.000 2,560 098 12" ENTRANCE TAPER EA 520.0000 8,840.00 0.000 0 099 12" DOWNDRAIN SLIP JOINT EA 450.0000 7,650.00 0.000 0 100 12" ANCHOR ASSEMBLY EA 440.0000 7,480.00 0.000 0 101 12" STEEL FLARED END SECTION EA 300.0000 5,100.00 0.000 0 102 36" STEEL FLARED END SECTION EA 810.0000 1,620.00 0.000 0 103 18" CONCRETE FLARED END SECTION EA 1,200.0000 3,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CULVERT (LF) LF 12.0000 16,320.00 350.000 4,200 105 REMOVE DOWNDRAIN (EA) EA 86.0000 1,462.00 1.000 86 106 REMOVE INLET EA 110.0000 3,740.00 1.000 110 107 REMOVE HEADWALL EA 1,500.0000 9,000.00 0.000 0 108 REMOVE MANHOLE EA 370.0000 740.00 0.000 0 109 REMOVE FLARED END SECTION (EA) EA 240.0000 720.00 1.000 240 110 ADJUST INLET EA 1,000.0000 41,000.00 20.000 20,000 111 ROCK SLOPE PROTECTION CY 210.0000 44,100.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 15,520.00 0.000 0 113 MINOR CONCRETE (PCC DIKE) CY 400.0000 940,000.00 36.470 14,588.00 36.470 14,588 114 MINOR CONCRETE (GUTTER) (LF) LF 60.0000 17,580.00 0.000 0 115 DETECTABLE WARNING SURFACE SQFT 45.0000 2,745.00 0.000 0 116 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 5,600.00 0.000 0 117 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 650.0000 390,000.00 15.000 9,750 AND DRIVEWAY) 118 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 412,500.00 0.000 0 119 REMOVE CURB LF 9.3000 19,251.00 890.000 8,277.00 890.000 8,277 120 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 17.0000 35,700.00 540.000 9,180.00 540.000 9,180 121 PRE/POST CONSTRUCTION SURVEYS EA 3,500.0000 14,000.00 0.000 0 122 MISCELLANEOUS IRON AND STEEL LB 4.0000 58,228.00 239.000 956 (F) 123 FRAME AND GRATE EA 1,200.0000 3,600.00 0.000 0 124 MANHOLE FRAME AND COVER EA 1,800.0000 12,600.00 0.000 0 125 EMERGENCY VEHICLE DETECTION SYSTEM LS 35,000.0000 35,000.00 0.000 0 126 SURVEY MONUMENT (TYPE A) EA 5,000.0000 95,000.00 0.000 0 127 TEMPORARY FENCE (TYPE CL-6) LF 16.0000 24,800.00 760.000 12,160.00 760.000 12,160 128 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 8,400.00 0.000 0 129 REMOVE CHAIN LINK FENCE LF 5.0000 1,050.00 207.000 1,035.00 207.000 1,035 130 REMOVE PAVEMENT MARKER EA 1.0000 4,880.00 76.000 76.00 3,429.000 3,429 PROGRAM CAS145 PAGE 6 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DELINEATOR (CLASS 1) EA 60.0000 600.00 0.000 0 132 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 39,180.00 0.000 0 133 OBJECT MARKER (TYPE K) EA 65.0000 390.00 0.000 0 134 REMOVE ROADSIDE SIGN EA 180.0000 5,940.00 0.000 0 135 RESET ROADSIDE SIGN EA 230.0000 1,840.00 0.000 0 136 RELOCATE ROADSIDE SIGN EA 280.0000 1,120.00 0.000 0 137 FURNISH LAMINATED PANEL SIGN FOR SQFT 30.0000 43,500.00 0.000 0 RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,200.00 0.000 0 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 5,200.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 390.00 0.000 0 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 540.00 0.000 0 (0.063"-FRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 10,500.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 600.00 0.000 0 (0.080"-FRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 4,550.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 25.0000 50,000.00 0.000 0 146 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0 147 ROADSIDE SIGN - TWO POST EA 550.0000 7,700.00 0.000 0 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 0.000 0 METHOD) 149 INSTALL SIGN OVERLAY SQFT 45.0000 1,215.00 0.000 0 150 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 600.0000 2,400.00 0.000 0 151 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.0000 8,580.00 0.000 0 152 INSTALL ROADSIDE SIGN PANEL ON EA 120.0000 240.00 0.000 0 EXISTING POST 153 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0500 225,112.50 0.000 0 154 TUBULAR HANDRAILING LF 60.0000 33,600.00 0.000 0 155 CONCRETE BARRIER (TYPE 26A) LF 180.0000 100,800.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CABLE RAILING LF 25.0000 7,325.00 0.000 0 (F) 157 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 68,400.00 0.000 0 158 END CAP (TYPE A) EA 210.0000 2,100.00 0.000 0 159 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,000.00 0.000 0 160 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 80,500.00 0.000 0 161 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,000.0000 80,000.00 0.000 0 162 CONCRETE BARRIER (TYPE 60M) LF 103.0000 196,730.00 0.000 0 163 CONCRETE BARRIER (TYPE 60MC) LF 130.0000 274,300.00 0.000 0 164 CONCRETE BARRIER (TYPE 60MGC) LF 300.0000 22,200.00 0.000 0 165 CONCRETE BARRIER (TYPE 60MGF) LF 250.0000 82,500.00 0.000 0 166 CONCRETE BARRIER (TYPE 60R) LF 330.0000 52,800.00 0.000 0 167 CONCRETE BARRIER (TYPE 60SD) LF 470.0000 108,100.00 0.000 0 168 CONCRETE BARRIER TRANSITION LF 470.0000 15,040.00 0.000 0 169 REMOVE GUARDRAIL LF 7.0000 59,780.00 1,927.500 13,492.50 3,770.500 26,393 170 REMOVE CONCRETE BARRIER LF 9.1000 33,488.00 1,225.000 11,147 171 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 102,400.00 0.000 0 172 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,100.00 0.000 0 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,320.00 0.000 0 (BROKEN 12-3) 174 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 13,620.00 0.000 0 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 588.00 0.000 0 (BROKEN 6-1) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 105,600.00 0.000 0 (BROKEN 36-12) 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 6,120.00 0.000 0 (BROKEN 17-7) 178 PAINT TRAFFIC STRIPE (1-COAT) LF 0.4000 68,800.00 0.000 0 179 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 54,080.00 2,519.000 2,015.20 31,731.000 25,384 180 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.020 80.00 0.350 1,400 SYSTEM ELEMENTS DURING CONSTRUCTION 181 RAMP METERING SYSTEM LS 160,000.0000 160,000.00 0.000 0 182 CLOSED CIRCUIT TELEVISION SYSTEM LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 PEDESTRIAN ACTIVATED FLASHING SIGN LS 40,000.0000 40,000.00 0.000 0 SYSTEM 184 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 0.000 0 185 FIBER OPTIC CABLE SYSTEMS LS 2,200,000.0000 2,200,000.00 0.009 19,800.00 0.272 598,400 186 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,450,000.0000 2,450,000.00 0.062 151,900.00 0.072 176,400 187 WATER METER CHARGES LS 33,000.0000 33,000.00 0.000 0 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 12" WELDED STEEL PIPE CONDUIT LF 200.0000 18,600.00 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 LEAN CONCRETE BASE CY 150.0000 606,000.00 0.000 0 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 ISOLATION JOINT SEAL (PREFORMED LF 11.1000 708,180.00 30,439.500 337,878 COMPRESSION) 194 REMOVE CONCRETE PAVEMENT AND BASE CY 26.5000 1,195,150.00 1,324.800 35,107.20 12,840.100 340,262 195 JOINT SEAL (MR 2") LF 142.0000 191,700.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 09:36 AM ESTIMATE NO. 011 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 621,842.57 11,796,619.58 ADJUSTMENT OF COMPENSATION -1,600.00 345,357.07 EXTRA WORK 15,038.00 32,175.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 635,280.57 12,174,152.39 196 MOBILIZATION LS 6,150,000.0000 6,150,000.00 0.200 1,230,000.00 0.950 5,842,500 ORIGINAL CONTRACT AMOUNT 61,500,155.00 TOTAL WORK COMPLETED 1,865,280.57 18,016,652.39 MATERIALS ON HAND ON SITE 189,854.40 205,914.40 DEDUCTIONS -50,000.00 -177,571.19 TOTAL 2,005,134.97 18,044,995.60 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 10/25/18 590 01/28/19 01/28/19 03/09/21 204 46 0 0 29% 35% PROGRESS IS SATISFACTORY HUGO CAMBEROS RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/19