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 07/23/18 EST. NO. 014 TIME 10:44 AM R.E. NAME: PERALTA, MARIANNE 04-0J6404 --------------------------------------------------------------------------- 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 0239 851.61 E.W. @ F.A.(+) 060718 N 0656.0 0240 355.91 061418 N 0669.0 0241 355.91 061818 N 0670.0 0242 824.61 061418 N 0666.0 004 0009 23,602.62 E.W. @ F.A.(+) 062017 N 597 0 009 0055 23,750.00 E.W. @ L.S.(+) 100417 N 705 0 0056 37,131.50 A.C. @ L.S.(+) 100417 N 706 0 0057 1,681.02 E.W. @ F.A.(+) 061218 N 664.10 0058 570.00 061818 N 483764 0059 1,901.35 062918 N 704.10 012 0001 160,118.00 A.C. @ L.S.(+) 061818 N CO 120 018 0004-1 -298.32 E.W. @ F.A.(+) 112417 N 0335.0 DAO CORRECTING ENTRY 0004-2 149.16 112417 N 0335.0 DAO CORRECTING ENTRY 0005-1 -964.31 012618 N 0390.0 DAO CORRECTING ENTRY 0005-2 482.16 012618 N 0390.0 DAO CORRECTING ENTRY 0006-1 -787.26 012918 N 0392.0 DAO CORRECTING ENTRY 0006-2 393.63 012918 N 0392.0 DAO CORRECTING ENTRY 0008-1 -536.52 031918 N 0439.0 DAO CORRECTING ENTRY 0008-2 268.26 031918 N 0439.0 DAO CORRECTING ENTRY 0009 1,349.68 051618 N 0660.0 0010 1,016.44 070218 N 0708.0 020 0008 4,111.25 E.W. @ F.A.(+) 060518 N MS0020 0009 251,701.50 A.C. @ L.S.(+) 060518 N 483501 023 0001 49,999.13 E.W. @ U.P (+) 071718 N 707 0 558,027.33 TOTAL THIS ESTIMATE 751,288.59 TOTAL PREVIOUS ESTIMATE 1,309,315.92 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 07/23/18 EST. NO. 014 TIME 10:44 AM R.E. NAME: PERALTA, MARIANNE 04-0J6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -5,000.00 010 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 LOCATION PROGRESS ESTIMATE 04-SON-101-29.3/R43.4 ----------------- DESILVA GATES COSNTRUCTION IN SONOMA COUNTY IN AND NEAR 11555 DUBLIN BLVD. WINDSOR AND HEALDSBURG FROM WINDSOR DUBLIN CA 94568 LANE UNDERCROSSING TO ROUTE 101 / 128 SEPARATION FED. AID NO. ACNH-Q101(307)E REHABILITATION ROADWAY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.750 45,000 005 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.050 40,000.00 0.850 680,000 006 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,400.00 25.000 750 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.050 500.00 0.850 8,500 008 TEMPORARY RAILING (TYPE K) LF 10.0000 351,000.00 27,060.000 270,600 009 TEMPORARY CRASH CUSHION MODULE EA 300.0000 42,000.00 392.000 117,600 010 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.800 4,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.800 1,600 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 48,000.00 9.000 4,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 9,200.00 7.000 1,400 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 TEMPORARY COVER SQYD 10.0000 1,600.00 1,948.000 19,480 016 TEMPORARY CHECK DAM LF 20.0000 1,800.00 84.000 1,680 017 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 38,000.00 364.000 72,800 018 TEMPORARY FIBER ROLL LF 2.5000 50,500.00 14,700.000 36,750 019 TEMPORARY GRAVEL BAG BERM LF 15.0000 7,500.00 743.000 11,145 020 TEMPORARY SILT FENCE LF 3.0000 11,700.00 3,873.000 11,619 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 1.000 4,000 022 STREET SWEEPING LS 50,000.0000 50,000.00 0.050 2,500.00 0.850 42,500 PROGRAM CAS145 PAGE 2 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.050 500.00 0.850 8,500 024 TEMPORARY FENCE (TYPE ESA) LF 6.0000 1,200.00 365.000 2,190 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 88,500.00 176,726.000 88,363 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.0500 18,150.00 46,400.000 2,320.00 359,660.000 17,983 027 ABANDON CULVERT (EA) EA 4,000.0000 20,000.00 3.000 12,000 028 REMOVE CHAIN LINK FENCE LF 10.0000 700.00 70.000 700 029 REMOVE GUARDRAIL LF 4.0000 112,400.00 681.500 2,726.00 24,513.000 98,052 030 REMOVE SINGLE METAL BEAM BARRIER LF 5.0000 3,300.00 610.000 3,050.00 660.000 3,300 031 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 15,000.00 2,637.500 13,187.50 3,000.000 15,000 032 REMOVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,680.00 13,832.000 4,149 034 REMOVE PAVEMENT MARKER EA 1.0000 8,450.00 16,417.000 16,417 035 REMOVE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0 036 REMOVE ROADSIDE SIGN PANEL EA 200.0000 400.00 0.000 0 037 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 30,900.00 30,900.000 30,900 038 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 33,450.00 59,945.000 29,972 039 REMOVE CULVERT (LF) LF 30.0000 72,900.00 2,537.800 76,134 040 REMOVE DOWNDRAIN (EA) EA 1,000.0000 79,000.00 81.000 81,000 041 REMOVE INLET EA 2,000.0000 88,000.00 26.000 52,000 042 REMOVE CONCRETE PAVEMENT AND BASE CY 85.0000 725,050.00 2,252.010 191,420.85 8,834.240 750,910 043 REMOVE CONCRETE PAVEMENT (CY) CY 100.0000 324,000.00 2,403.820 240,382 044 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 8,040.00 4,020.000 8,040 045 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 19,000.00 32.000 16,000 046 ADJUST INLET EA 3,000.0000 222,000.00 59.000 177,000 047 ADJUST MANHOLE EA 4,000.0000 4,000.00 0.000 0 048 MODIFY INLET EA 2,000.0000 4,000.00 2.000 4,000 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 413,000.00 72,895.600 364,478.00 72,895.600 364,478 PROGRAM CAS145 PAGE 3 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB (LF) LF 5.0000 24,250.00 5,134.000 25,670 051 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 2,400.00 236.000 2,360 052 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 16,600.00 1,670.200 16,702 053 REMOVE CONCRETE BARRIER LF 15.0000 123,600.00 8,240.000 123,600 054 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 2,000.0000 132,000.00 72.000 144,000 055 SAND BACKFILL CY 500.0000 13,500.00 26.290 13,145 056 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 9,800.00 98.000 9,800 057 BRIDGE REMOVAL (PORTION) LS 50,000.0000 50,000.00 1.000 50,000 058 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 1.000 300,000 059 ROADWAY EXCAVATION CY 25.0000 44,000.00 992.000 24,800 060 SHOULDER BACKING TON 15.0000 721,500.00 5,580.240 83,703.60 28,013.000 420,195 061 DITCH EXCAVATION CY 100.0000 750.00 0.000 0 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 1.000 500 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 4,950.00 0.000 0 064 HYDROMULCH SQFT 0.0500 5,100.00 98,010.000 4,900 065 FIBER ROLLS LF 3.0000 48,300.00 4,375.000 13,125 066 HYDROSEED SQFT 0.0100 1,020.00 98,010.000 980 067 COMPOST SQFT 0.1000 8,980.00 0.000 0 068 INCORPORATE MATERIALS SQFT 0.1000 8,980.00 0.000 0 069 CLASS 4 AGGREGATE SUBBASE CY 75.0000 35,250.00 0.000 0 070 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 1,260,000.00 937.250 374,900.00 3,531.340 1,412,536 071 CRACK TREATMENT LNMI 4,500.0000 94,500.00 21.200 95,400 072 HOT MIX ASPHALT (TYPE A) TON 80.0000 14,080,000.00 41,225.470 3,298,037.60 177,776.560 14,222,124 073 HOT MIX ASPHALT (LEVELING) TON 85.0000 3,808,000.00 3,454.480 293,630.80 50,153.040 4,263,008 074 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 075 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 80.0000 3,584,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 076 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 455,000.00 455,108.000 455,108 (PAVING FABRIC) PROGRAM CAS145 PAGE 4 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 10,400.00 5,555.000 5,555 078 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 2,320.00 2,416.000 2,416 079 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 42,000.00 32,874.000 32,874 080 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 14,200.00 13,921.000 13,921 081 PLACE HOT MIX ASPHALT SQYD 75.0000 5,925.00 112.000 8,400 (MISCELLANEOUS AREA) 082 TACK COAT TON 1.0000 1,400.00 176.720 176.72 1,200.000 1,200 083 PRECAST JOINTED CONCRETE PAVEMENT CY 700.0000 3,556,000.00 1,293.100 905,170.00 5,324.700 3,727,290 084 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 500.0000 1,810,000.00 2,403.820 1,201,910 085 CRACK AND SEAT SQYD 0.5000 169,000.00 334,570.000 167,285 086 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 696,000.00 309.580 185,748.00 1,086.030 651,618 (F) 087 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 19,800.00 62.700 18,810 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,400.0000 914,200.00 108.580 152,012.00 697.950 977,130 (TYPE R) 089 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 572,500.00 202.860 507,150 (F) 090 PAVING NOTCH EXTENSION CF 100.0000 54,000.00 460.620 46,062 091 JOINT SEAL (MR 1/2") LF 40.0000 26,480.00 588.000 23,520.00 588.000 23,520 092 JOINT SEAL (MR 1") LF 40.0000 4,000.00 95.000 3,800.00 95.000 3,800 093 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 22,750.00 0.000 0 094 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 14,700.00 0.000 0 (2 1/2"-TYPE B) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 690.00 0.000 0 (0.063"-UNFRAMED) 096 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 0.000 0 097 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 600.00 0.000 0 EXISTING POST 098 INSTALL ROADSIDE SIGN EA 1,300.0000 11,700.00 0.000 0 (LAMINATED WOOD BOX POST) 099 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 7,300.00 0.000 0 100 PREPARE AND PAINT CONCRETE SQFT 80.0000 7,040.00 0.000 0 101 CONCRETE BACKFILL (PIPE TRENCH)(RSC) CF 28.0000 932,400.00 32,959.070 922,853 102 18" PLASTIC PIPE LF 150.0000 534,000.00 4,279.300 641,895 103 24" PLASTIC PIPE LF 200.0000 278,000.00 1,490.700 298,140 PROGRAM CAS145 PAGE 5 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" CORRUGATED STEEL PIPE LF 250.0000 60,000.00 272.100 68,025 105 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 622,000.00 2,815.500 563,100 (.064" THICK) 106 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 70,000.00 334.000 83,500 (.064" THICK) 107 DRAINAGE INLET MARKER EA 50.0000 100.00 0.000 0 108 ALTERNATIVE FLARED END SECTION EA 1,500.0000 4,500.00 2.000 3,000 109 INLET DEPRESSION EA 1,250.0000 262,500.00 163.000 203,750 110 ROCK SLOPE PROTECTION CY 1,000.0000 252,000.00 264.900 264,900 (F) (FACING, METHOD B) (CY) 111 CONCRETE (DITCH LINING) CY 800.0000 31,200.00 39.000 31,200 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 9,700.00 1,021.200 10,212 113 DETECTABLE WARNING SURFACE SQFT 70.0000 9,100.00 126.000 8,820 114 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 61,500.00 41.000 61,500 CONSTRUCTION) 115 MINOR CONCRETE (CURB AND GUTTER) CY 900.0000 85,500.00 106.300 95,670 116 MISCELLANEOUS IRON AND STEEL LB 2.0000 91,380.00 38,844.000 77,688 (F) 117 CHAIN LINK FENCE (TYPE CL-6) LF 100.0000 7,000.00 0.000 0 118 DELINEATOR (CLASS 1) EA 40.0000 9,200.00 0.000 0 119 DELINEATOR (CLASS 2) EA 50.0000 1,550.00 0.000 0 120 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.0000 517,000.00 137.500 3,025.00 20,956.000 461,032 121 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 40.0000 612,000.00 8,143.000 325,720.00 9,673.000 386,920 122 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 160,000.00 3,626.000 90,650.00 6,438.500 160,962 123 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 115,200.00 -74,925.000-2,997,000.00 1,812.500 72,500 124 TRANSITION RAILING (TYPE STB) EA 3,000.0000 120,000.00 7.000 21,000.00 40.000 120,000 125 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 102,000.00 2.000 6,000.00 26.000 78,000 126 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 53,900.00 12.000 8,400.00 69.000 48,300 127 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 42,500.00 21.000 52,500 128 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 160,000.00 3.000 7,500.00 47.000 117,500 129 CRASH CUSHION (TYPE CAT) EA 5,000.0000 40,000.00 8.000 40,000 130 CONCRETE BARRIER (TYPE 60) LF 60.0000 307,800.00 4,812.000 288,720 PROGRAM CAS145 PAGE 6 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 60C) LF 80.0000 260,000.00 3,393.000 271,440 132 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 600.0000 69,600.00 78.000 46,800.00 128.000 76,800 (F) 133 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 1,000.0000 87,000.00 63.000 63,000.00 141.000 141,000 (F) 134 CONCRETE BARRIER TRANSITION LF 600.0000 294,600.00 78.000 46,800.00 484.370 290,622 135 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 20,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 136 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 254,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 19,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 6" RUMBLE STRIP STA 20.0000 34,200.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 139 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,600.00 0.000 0 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 25,350.00 0.000 0 141 MODIFYING EXISTING ELECTRICAL SYSTEM LS 315,000.0000 315,000.00 0.200 63,000.00 0.250 78,750 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 TIME-RELATED OVERHEAD (LS) LS 3,480,000.0000 3,480,000.00 0.615 2,140,200 144 VIBRATION CONTROL AND MONITORING LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 7 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6404 TIME 10:44 AM ESTIMATE NO. 014 BID OPENING 01/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PERALTA, MARIANNE DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,626,276.07 40,612,541.76 ADJUSTMENT OF COMPENSATION 448,951.00 617,760.50 EXTRA WORK 109,076.33 691,555.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,184,303.40 41,921,857.68 145 MOBILIZATION LS 5,230,000.0000 5,230,000.00 1.000 5,230,000 ORIGINAL CONTRACT AMOUNT 52,311,145.00 TOTAL WORK COMPLETED 4,184,303.40 47,151,857.68 MATERIALS ON HAND ON SITE 87,983.13 DEDUCTIONS 0.00 -5,000.00 TOTAL 4,184,303.40 47,234,840.81 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 03/24/17 174 05/22/17 05/22/17 10/03/18 122 169 0 2 86% 69% PROGRESS IS SATISFACTORY PERALTA, MARIANNE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/18