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 12/28/17 EST. NO. 051 TIME 04:19 PM R.E. NAME: NGUYEN, IRVIN 12-0F96E4 --------------------------------------------------------------------------- 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 0509 545.15 E.W. @ F.A.(+) 111714 Y 0402.1 0510 369.41 032714 Y 0868.1 0511 1,373.45 052914 Y 0873.1 0512 605.60 090716 Y 1527.1 0513 2,316.60 111816 Y 1594.1 0514 4,824.76 120216 Y 1660.2 0515 538.16 110217 Y 3017.0 0516 629.09 111317 Y 3018.0 0517 524.96 112217 Y 3019.0 004 0204 289.20 E.W. @ F.A.(+) 112817 Y 3020.0 012 0055 2,303.64 E.W. @ F.A.(+) 031914 Y 1667.1 020 0107 1,114.17 E.W. @ F.A.(+) 080614 Y 1727.0 0108 2,627.38 081314 Y 1734.0 0109 1,211.56 081414 Y 1735.0 0110 1,419.12 081514 Y 1736.0 0111 1,229.55 081814 Y 1737.0 0112 1,393.18 081914 Y 1740.0 0113 5,146.84 082514 Y 1741.0 0114 2,583.16 082614 Y 1742.0 0115 2,543.83 082714 Y 1743.0 0116 4,192.68 080315 Y 1744.0 0117 433.59 050515 Y 1752.0 0118 1,568.51 042915 Y 1754.0 0119 1,973.02 070115 Y 1765.0 0120 569.07 051116 Y 1766.0 0121 3,155.65 092616 Y 1563.2 0122 925.34 103117 Y 3008.0 0123 638.78 103017 Y 3009.0 0124 244.86 112217 Y 3021.0 042 0009 225.46 E.W. @ F.A.(+) 110617 N 3012.0 049 0007 -32,013.60 A.C. @ U.P.(-) 111417 N 007 0 0008 -7,000.00 111417 N 008 0 0009 -19.53 111417 N 009 0 051 0004 683,173.89 A.C. @ L.S.(+) 122817 N 0004 0 691,656.53 TOTAL THIS ESTIMATE 6,839,888.22 TOTAL PREVIOUS ESTIMATE 7,531,544.75 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 12/28/17 EST. NO. 051 TIME 04:19 PM R.E. NAME: NGUYEN, IRVIN 12-0F96E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVERY RESTAKING -10,650.00 006 NONSUBTL OF CPM -355,515.60 010 RET CPM DEDUC EST 10 355,515.60 011 CONST. RESTAKING -14,910.00 014 DED GAMA-GAMA ANOMLY -4,500.00 022 ANOMLS BNT 4 SB#4 -1,500.00 028 S.NAIL FAILED TEST -212.00 028 RET OVERDEDUCT 500.00 033 FAILED HMA TEST >TWC -6,000.00 036 AC INDEX FLUCTUATION -32,485.32 041 CEM4401 CY-2016 -10,000.00 041 RET CEM 4401 DEDUC 10,000.00 042 REMOVE AC INDX DEDUC 32,485.32 045 JCPC THICKNES -508.00 046 LATE OPENING DEDUC -12,700.00 046 0.00 -50,480.00 LABOR COMPLIANCE VIOLATION DELIQT CPR 08/31/16 -4,000.00 035 RET REVERSE DEDUC 4,000.00 036 0.00 0.00 TOTAL DEDUCTIONS 0.00 -50,480.00 PROGRAM CAS145 PAGE 1 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-6.2/8.7 ----------------------- SHIMMICK CONSTRUCTION COMPANY OC. I-5 FROM S OF PACIFIC COAST HWY INC TO SAN JUAN CREEK ROAD. 16481 SCIENTIFIC WAY IRVINE CA 92618 FED. AID NO. CMLN-6212(14) ADD ONE HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 1.000 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 1,750,000.00 18.000 63,000.00 893.000 3,125,500 004 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 005 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 1.000 700,000 006 TYPE III BARRICADE EA 60.0000 2,640.00 44.000 2,640 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 4,440.00 2,220.000 8,880 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 42,000.00 270,805.000 67,701 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,600.00 150.000 6,000 010 TEMPORARY PAVEMENT MARKER EA 3.5000 33,460.00 8,246.000 28,861 011 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.580 87,000 (STAGE CONSTRUCTION) (LOCATION 1) 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1,500.0000 40,500.00 27.000 40,500 013 TEMPORARY RAILING (TYPE K) LF 14.0000 569,800.00 41,790.000 585,060 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 60,000.00 337.000 67,400 015 TEMPORARY TRAFFIC SCREEN LF 2.5000 71,500.00 21,440.000 53,600 016 JOB SITE MANAGEMENT LS 165,000.0000 165,000.00 1.000 165,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.900 4,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 31.000 15,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,800.00 6.000 600 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 4.000 8,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 8,850.00 44,001.000 13,200 022 TEMPORARY CHECK DAM LF 8.0000 4,960.00 2,644.000 21,152 PROGRAM CAS145 PAGE 2 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 35,000.00 105.000 26,250 024 TEMPORARY FIBER ROLL LF 2.5000 14,425.00 12,718.000 31,795 025 TEMPORARY GRAVEL BAG BERM LF 6.0000 68,400.00 21,199.000 127,194 026 TEMPORARY LARGE SEDIMENT BARRIER LF 5.0000 10,350.00 3,180.000 15,900 027 TEMPORARY SILT FENCE LF 7.0000 23,940.00 3,882.000 27,174 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 44,000.00 12.000 48,000 029 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 030 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 1.000 50,000 031 TEMPORARY FENCE (TYPE ESA) LF 5.0000 15,100.00 2,632.000 13,160 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 10,540.00 5,541.000 11,082 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.5000 14,250.00 28,500.000 14,250 034 ABANDON INLET EA 1,000.0000 14,000.00 15.000 15,000 035 ABANDON PIPELINE EA 500.0000 10,000.00 20.000 10,000 036 REMOVE CHAIN LINK FENCE LF 10.0000 7,700.00 440.000 4,400 037 REMOVE METAL BEAM GUARD RAILING LF 10.0000 17,700.00 2,099.000 20,990 038 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 0.000 0 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 80,250.00 70,250.000 52,687 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 6,020.00 3,418.000 6,836 041 REMOVE PAVEMENT MARKER EA 1.0000 12,000.00 10,914.000 10,914 042 REMOVE ROADSIDE SIGN EA 100.0000 3,500.00 35.000 3,500 043 REMOVE ROADSIDE SIGN EA 100.0000 700.00 7.000 700 (STRAP AND SADDLE BRACKET METHOD) 044 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 1.000 100 045 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 25,000.00 5.000 25,000 046 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 1,500.00 1.000 1,500 047 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 100,400.00 329,343.000 658,686 048 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,550.00 720.000 3,600 049 REMOVE PIPE (LF) LF 15.0000 8,400.00 560.000 8,400 PROGRAM CAS145 PAGE 3 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,000.0000 27,000.00 26.000 26,000 051 REMOVE RETAINING WALL (CY) CY 60.0000 3,960.00 68.600 4,116 052 REMOVE RETAINING WALL (LS) LS 15,000.0000 15,000.00 1.000 15,000 053 REMOVE RETAINING WALL (PORTION) (LS) LS 15,000.0000 15,000.00 1.000 15,000 054 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 25.0000 235,500.00 11,474.000 286,850 055 RELOCATE ROADSIDE SIGN EA 125.0000 2,500.00 20.000 2,500 056 ADJUST INLET EA 1,000.0000 3,000.00 3.000 3,000 057 MODIFY SIGN STRUCTURE EA 25,000.0000 250,000.00 7.000 175,000 058 REMOVE CONCRETE CURB (LF) LF 5.0000 13,000.00 2,139.000 10,695 059 REMOVE CONCRETE BARRIER LF 8.0000 47,760.00 6,083.000 48,664 060 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.0000 36,400.00 41,569.400 41,569 061 REMOVE SOUND WALL (SQFT) SQFT 3.0000 79,200.00 26,400.000 79,200 062 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500 063 SAND BACKFILL CY 100.0000 20,000.00 200.000 20,000 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 100,000.0000 100,000.00 1.000 100,000 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 100,000.0000 100,000.00 1.000 100,000 067 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 068 ROADWAY EXCAVATION CY 20.0000 1,466,000.00 88,682.000 1,773,640 069 ROADWAY EXCAVATION (TYPE Y-1) CY 35.0000 61,600.00 1,954.000 68,390 (AERIALLY DEPOSITED LEAD) 070 STRUCTURE EXCAVATION (BRIDGE) CY 135.0000 400,275.00 2,965.000 400,275 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) CY 125.0000 524,375.00 4,195.000 524,375 (F) 072 STRUCTURE EXCAVATION, RETAINING WALL CY 40.0000 5,840.00 212.000 8,480 (F) (SOUND WALL ) 073 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 70.0000 111,370.00 1,591.000 111,370 (F) 074 STRUCTURE EXCAVATION (GROUND ANCHOR CY 300.0000 66,600.00 222.000 66,600 (F) WALL) 075 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 112,590.00 2,502.000 112,590 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) CY 45.0000 176,265.00 3,917.000 176,265 (F) PROGRAM CAS145 PAGE 4 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL, RETAINING WALL CY 30.0000 3,330.00 169.000 5,070 (F) (SOUND WALL ) 078 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 40.0000 360.00 9.000 360 (F) 079 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 40.0000 4,520.00 113.000 4,520 (F) 080 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 19,000.00 380.000 19,000 (F) WALL) 081 DITCH EXCAVATION CY 30.0000 6,000.00 1,322.000 39,660 082 ROADSIDE CLEARING LS 40,000.0000 40,000.00 0.000 0 083 PRUNE EXISTING PLANTS LS 140,000.0000 140,000.00 0.000 0 084 ROCK BLANKET SQYD 80.0000 49,600.00 620.000 49,600 085 IRON SULFATE (LB) LB 1.4000 3,108.00 0.000 0 086 SOIL AMENDMENT CY 35.0000 11,550.00 0.000 0 087 MULCH CY 30.0000 79,200.00 0.000 0 088 FERTILIZER (PACKET) EA 0.3500 3,920.00 0.000 0 089 ORGANIC FERTILIZER LB 1.5000 4,170.00 0.000 0 090 PLANT (GROUP I) EA 7.0000 26,810.00 0.000 0 091 PLANT (GROUP Z) EA 3,500.0000 157,500.00 0.000 0 092 PLANT (GROUP A) EA 10.0000 23,900.00 0.000 0 093 PLANT (GROUP B) EA 28.0000 63,560.00 0.000 0 094 MAINTAIN EXISTING PLANTED AREAS LS 18,000.0000 18,000.00 1.000 18,000 095 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 096 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 1.000 15,000 097 CONTROL AND NEUTRAL CONDUCTORS LS 50,000.0000 50,000.00 0.000 0 098 1" ELECTRIC REMOTE CONTROL VALVE EA 300.0000 5,700.00 0.000 0 099 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 400.0000 19,200.00 0.000 0 100 2" ELECTRIC REMOTE CONTROL VALVE EA 800.0000 1,600.00 0.000 0 101 1 1/2" ELECTRIC REMOTE CONTROL FLOW EA 1,400.0000 1,400.00 0.000 0 SENSOR 102 2" ELECTRIC REMOTE CONTROL VALVE EA 1,000.0000 1,000.00 0.000 0 (MASTER) 103 48-STATION IRRIGATION CONTROLLER EA 15,000.0000 75,000.00 0.000 0 ASSEMBLY (PEDESTAL MOUNTED) PROGRAM CAS145 PAGE 5 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION CONTROLLER FIELD ASSEMBLED LS 8,000.0000 8,000.00 0.000 0 COMPONENTS 105 CONTROLLER FUNCTION TESTING (2 STAGES) LS 10,000.0000 10,000.00 0.000 0 106 WATER METER EA 35,000.0000 35,000.00 0.000 0 107 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,000.0000 2,000.00 0.000 0 108 2" BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0 109 BACKFLOW PREVENTER ASSEMBLY BLANKETS EA 1,000.0000 1,000.00 0.000 0 110 SPRINKLER (TYPE A-5) EA 40.0000 10,800.00 0.000 0 111 SPRINKLER (TYPE A-6) EA 50.0000 4,500.00 0.000 0 112 SPRINKLER (TYPE B-5) EA 40.0000 2,120.00 0.000 0 113 SPRINKLER (TYPE B-6) EA 100.0000 1,200.00 0.000 0 114 SPRINKLER (TYPE C-2) EA 25.0000 9,500.00 0.000 0 115 3" GATE VALVE EA 1,000.0000 7,000.00 1.000 1,000.00 1.000 1,000 116 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.5000 38,430.00 2,500.000 8,750.00 5,580.000 19,530 (F) LINE) 117 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 28,630.00 3,000.000 10,500.00 6,210.000 21,735 (F) (SUPPLY LINE) 118 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 14,040.00 1,500.000 6,000.00 3,460.000 13,840 (F) (SUPPLY LINE) 119 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 11,205.00 240.000 1,080.00 2,490.000 11,205 (F) (SUPPLY LINE) 120 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 25,950.00 1,200.000 6,000.00 3,750.000 18,750 (F) (SUPPLY LINE) 121 3" PLASTIC PIPE (PR 315) (SUPPLY LINE) LF 8.0000 48,880.00 980.000 7,840.00 2,500.000 20,000 (F) 122 BALL VALVE EA 300.0000 3,300.00 0.000 0 123 8" CORRUGATED HIGH DENSITY LF 140.0000 57,400.00 184.000 25,760 (F) POLYETHYLENE PIPE CONDUIT 124 RECYCLED WATER WARNING SIGNS LS 10,000.0000 10,000.00 0.000 0 125 2" RECYCLED WATER CONNECTION ASSEMBLY EA 6,000.0000 6,000.00 0.000 0 126 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 8,780.00 0.000 0 127 FIBER ROLLS LF 2.5000 2,750.00 0.000 0 128 HYDROSEED SQFT 0.1000 2,050.00 0.000 0 129 LIME TON 250.0000 275,000.00 639.210 159,802 130 LIME STABILIZED SOIL SQYD 3.5000 176,050.00 30,166.663 105,583 PROGRAM CAS145 PAGE 6 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLASS 2 AGGREGATE SUBBASE CY 25.0000 612,500.00 1,016.000 25,400.00 32,794.160 819,854 132 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 239,750.00 6,977.000 244,195 133 CEMENT TREATED BASE CY 150.0000 7,050.00 0.000 0 (ROAD-MIXED, CLASS A) (CY) 134 BASE BOND BREAKER SQYD 2.0000 44,200.00 27,302.424 54,604 135 LEAN CONCRETE BASE CY 130.0000 352,300.00 2,915.830 379,057 136 HOT MIX ASPHALT TON 70.0000 2,128,000.00 117.730 8,241.10 30,820.460 2,157,432 137 HOT MIX ASPHALT (OPEN GRADED) TON 120.0000 475,080.00 816.790 98,014.80 4,684.460 562,135 138 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 957,500.00 1,310.910 163,863.75 7,619.420 952,427 139 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5000 455.00 170.000 595 140 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 13,475.00 3,850.000 13,475 141 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 84.00 24.000 84 142 PLACE HOT MIX ASPHALT SQYD 75.0000 2,325.00 31.000 2,325.00 31.000 2,325 (MISCELLANEOUS AREA) 143 TACK COAT TON 500.0000 26,650.00 11.140 5,570.00 56.170 28,085 144 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 1,188,300.00 -1,485.760 -252,579.20 7,347.550 1,249,083 145 SEAL PAVEMENT JOINT LF 2.5000 103,250.00 49,561.000 123,902 146 GROUND ANCHOR (SUBHORIZONTAL) EA 1,300.0000 123,500.00 106.000 137,800 147 SOIL NAIL LF 25.0000 631,550.00 25,329.000 633,225 148 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 190.0000 811,490.00 3,848.600 731,234 149 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,000.0000 404,000.00 201.850 403,700 150 FURNISH PILING (CLASS 90) LF 20.0000 336,060.00 16,803.000 336,060 151 DRIVE PILE (CLASS 90) EA 1,600.0000 620,800.00 388.000 620,800 152 FURNISH PILING (CLASS 200) LF 25.0000 34,000.00 1,360.000 34,000 153 DRIVE PILE (CLASS 200) EA 2,100.0000 50,400.00 24.000 50,400 154 16" CAST-IN-DRILLED-HOLE CONCRETE LF 75.0000 427,500.00 5,308.000 398,100 PILING (SOUND WALL) 155 24" CAST-IN-DRILLED-HOLE CONCRETE LF 85.0000 7,735.00 230.000 19,550 PILING (SOUND WALL) 156 60" CAST-IN-DRILLED-HOLE CONCRETE LF 800.0000 168,000.00 206.660 165,328 PILE (SIGN FOUNDATION) 157 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 7 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 270.0000 116,640.00 432.000 116,640 (F) 159 STRUCTURAL CONCRETE, BRIDGE CY 925.0000 1,807,450.00 2,024.000 1,872,200 (F) 160 STRUCTURE CONCRETE, RETAINING WALL CY 370.0000 12,210.00 58.000 21,460 (F) (SOUND WALL) 161 STRUCTURAL CONCRETE, RETAINING WALL CY 360.0000 1,017,720.00 2,827.000 1,017,720 (F) 162 STRUCTURAL CONCRETE, SOUND WALL CY 700.0000 40,600.00 58.000 40,600 (F) 163 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 102,000.00 136.000 102,000 (F) (TYPE N) 164 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 112,800.00 154.000 123,200 (TYPE R) 165 MINOR CONCRETE (MINOR STRUCTURE) CY 1,750.0000 379,750.00 222.340 389,095 (F) 166 MINOR CONCRETE (BACKFILL) CY 125.0000 16,375.00 131.000 16,375 (F) 167 ARCHITECTURAL TREATMENT (BIRD) SQFT 20.0000 348,620.00 17,431.000 348,620 (F) 168 ARCHITECTURAL TREATMENT (MISSION) SQFT 14.0000 198,800.00 14,200.000 198,800 (F) 169 DRILL AND BOND DOWEL LF 50.0000 71,750.00 2,274.500 113,725 170 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 25.0000 4,700.00 200.000 5,000 171 JOINT SEAL (MR 2") LF 125.0000 22,375.00 288.000 36,000 172 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 721,733.00 736,233.000 736,233 (F) 173 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 485,219.00 488,050.000 488,050 (F) 174 HEADED BAR REINFORCEMENT EA 80.0000 92,960.00 1,162.000 92,960 (F) 175 STRUCTURAL SHOTCRETE CY 650.0000 290,550.00 447.000 290,550 (F) 176 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 931,000.00 265,500.000 929,250 177 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 39,900.00 265,500.000 39,825 178 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 82,250.00 3,284.000 82,100 179 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 5,500.00 220.000 5,500 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,360.00 780.000 9,360 (0.063"-UNFRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,600.00 400.000 5,600 (0.080"-UNFRAMED) 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,692.00 94.000 1,692 (0.063"-FRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 900.00 45.000 900 (0.080"-FRAMED) 184 METAL (RAIL MOUNTED SIGN) LB 17.0000 28,560.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN - ONE POST EA 250.0000 10,250.00 41.000 10,250 186 ROADSIDE SIGN - TWO POST EA 650.0000 7,800.00 12.000 7,800 187 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 840.00 6.000 840 METHOD) 188 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 50.0000 2,400.00 48.000 2,400 189 INSTALL ROADSIDE SIGN PANEL ON EA 85.0000 170.00 2.000 170 EXISTING POST 190 INSTALL ROADSIDE SIGN EA 1,900.0000 5,700.00 3.000 5,700 (LAMINATED WOOD BOX POST) 191 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 386,715.00 25,781.000 386,715 (F) 192 PAINT CURB (2-COAT) SQFT 7.0000 462.00 0.000 0 193 18" REINFORCED CONCRETE PIPE LF 80.0000 11,200.00 135.600 10,848 194 24" REINFORCED CONCRETE PIPE LF 125.0000 453,750.00 3,777.300 472,162 195 36" REINFORCED CONCRETE PIPE LF 300.0000 22,500.00 74.900 22,470 196 8" CORRUGATED STEEL PIPE (.064" THICK) LF 95.0000 17,575.00 0.000 0 197 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 17.0000 108,970.00 6,270.000 106,590 198 GEOCOMPOSITE DRAIN SQFT 5.0000 14,675.00 3,104.000 15,520 199 18" CORRUGATED STEEL PIPE RISER LF 340.0000 10,880.00 43.732 14,868 (.079" THICK) 200 24" CORRUGATED STEEL PIPE RISER LF 400.0000 1,200.00 3.000 1,200 (.079" THICK) 201 48" CORRUGATED STEEL PIPE RISER LF 1,800.0000 5,400.00 3.000 5,400 (.079" THICK) 202 24" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 203 36" PRECAST CONCRETE PIPE INLET LF 500.0000 23,500.00 48.200 24,100 204 36" REINFORCED CONCRETE PIPE RISER LF 500.0000 18,000.00 36.000 18,000 205 ROCK SLOPE PROTECTION CY 120.0000 1,800.00 21.000 2,520.00 21.000 2,520 (FACING, METHOD B) (CY) 206 ROCK SLOPE PROTECTION CY 500.0000 1,500.00 3.000 1,500.00 3.000 1,500 (F) (NO. 3, METHOD B) (CY) 207 CONCRETE (DITCH LINING) CY 360.0000 57,600.00 173.500 62,460 208 SLOPE PAVING (CONCRETE) CY 450.0000 246,600.00 650.000 292,500 209 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 240.00 40.000 240.00 40.000 240 210 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 32,875.00 1,315.000 32,875 211 DETECTABLE WARNING SURFACE SQFT 110.0000 2,970.00 27.000 2,970 PROGRAM CAS145 PAGE 9 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 19,600.00 84.310 33,724 213 MINOR CONCRETE (SIDEWALK) CY 600.0000 3,600.00 12.000 7,200 214 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 255,000.00 340.000 255,000 215 MINOR CONCRETE (CURB RAMP) CY 800.0000 4,000.00 12.000 9,600 216 MISCELLANEOUS IRON AND STEEL LB 1.0000 28,477.00 9,095.000 9,095.00 28,477.000 28,477 (F) 217 TEMPORARY FENCE LF 15.0000 31,500.00 1,503.000 22,545 218 CHAIN LINK FENCE (TYPE CL-6) LF 80.0000 2,400.00 30.000 2,400 219 4' CHAIN LINK GATE (TYPE CL-6) EA 950.0000 950.00 1.000 950 220 DELINEATOR (CLASS 1) EA 60.0000 7,800.00 0.000 0 221 OBJECT MARKER EA 75.0000 75.00 0.000 0 222 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 30,900.00 0.000 0 223 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 20,000.00 605.100 24,204 224 CONCRETE BARRIER (TYPE 60C MODIFIED 1) LF 130.0000 46,800.00 536.000 69,680 225 CONCRETE BARRIER (TYPE 60C MODIFIED 2) LF 215.0000 14,620.00 68.000 14,620 226 CONCRETE BARRIER (TYPE 60F MOD) LF 60.0000 94,800.00 1,580.000 94,800 227 CABLE RAILING LF 15.0000 19,710.00 1,314.000 19,710 (F) 228 TRANSITION RAILING (TYPE WB) EA 3,500.0000 24,500.00 0.000 0 229 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 2,850.00 0.000 0 230 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 19,600.00 0.000 0 231 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000 232 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 4,200.00 14.000 4,200 233 CONCRETE BARRIER (TYPE 60P) LF 1,200.0000 14,400.00 0.000 0 234 CONCRETE BARRIER (TYPE 60) LF 125.0000 112,500.00 517.000 64,625 235 CONCRETE BARRIER (TYPE 60C) LF 130.0000 193,700.00 1,033.000 134,290.00 1,200.000 156,000 236 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 80.0000 31,520.00 390.000 31,200.00 390.000 31,200 237 CONCRETE BARRIER (TYPE 60G) LF 90.0000 28,800.00 138.000 12,420 238 CONCRETE BARRIER (TYPE 60GC) LF 120.0000 206,400.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60GE) LF 120.0000 9,000.00 75.000 9,000 240 CONCRETE BARRIER (TYPE 60R) LF 135.0000 141,750.00 160.000 21,600 241 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 80.0000 78,800.00 985.000 78,800 (F) 242 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 150.0000 158,250.00 1,055.000 158,250 (F) 243 CONCRETE BARRIER (TYPE 736B) LF 135.0000 33,075.00 245.000 33,075 (F) 244 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 135.0000 25,920.00 192.000 25,920 (F) 245 CONCRETE BARRIER (TYPE 736SV) LF 150.0000 225,900.00 1,506.000 225,900 (F) 246 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 12,160.00 32.500 6 247 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 14,520.00 0.000 0 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,630.00 0.000 0 249 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,765.00 0.000 0 (BROKEN 12-3) 250 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 13,410.00 0.000 0 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,520.00 0.000 0 (BROKEN 36-12) 252 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,430.00 0.000 0 (BROKEN 17-7) 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,100.00 0.000 0 (BROKEN 36-12) 254 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 8,425.00 0.000 0 255 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 5,239.00 798.000 1,037 256 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,610.00 335.000 1,005 257 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 258 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 0.207 124,200.00 0.884 530,400 (STAGE CONSTRUCTION) 259 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 1.000 75,000 260 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.690 13,800 261 TEMPORARY TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 1.000 65,000 262 MODIFY TRAFFIC MONITORING STATION LS 60,000.0000 60,000.00 0.587 35,220 263 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.677 33,850 (STAGE CONSTRUCTION) (LOCATION 1) 264 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 (STAGE CONSTRUCTION) (LOCATION 2) 265 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 0.389 17,505 (STAGE CONSTRUCTION) (LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.824 32,960 267 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.874 34,960 268 MODIFY RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.780 23,400 269 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.993 148,950 (STAGE CONSTRUCTION) (LOCATION 1) 270 RAMP METERING SYSTEM LS 135,000.0000 135,000.00 0.976 131,760 (STAGE CONSTRUCTION) (LOCATION 2) 271 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.948 142,200 (STAGE CONSTRUCTION) (LOCATION 3) 272 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 80,000.0000 80,000.00 0.951 76,080 273 TEMPORARY COMMUNICATION SYSTEM LS 200,000.0000 200,000.00 0.854 170,800 274 MODIFY COMMUNICATION SYSTEM LS 190,000.0000 190,000.00 0.804 152,760 275 SYSTEM TESTING AND DOCUMENTATION LS 20,000.0000 20,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 12/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96E4 TIME 04:19 PM ESTIMATE NO. 051 BID OPENING 10/31/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 12/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 458,050.45 33,422,810.20 ADJUSTMENT OF COMPENSATION 644,140.76 5,550,450.14 EXTRA WORK 47,515.77 1,981,094.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,149,706.98 40,954,354.95 276 MOBILIZATION LS 2,900,000.0000 2,900,000.00 1.000 2,900,000 ORIGINAL CONTRACT AMOUNT 35,508,869.00 TOTAL WORK COMPLETED 1,149,706.98 43,854,354.95 MATERIALS ON HAND ON SITE -24,393.86 0.00 DEDUCTIONS 0.00 -50,480.00 TOTAL 1,125,313.12 43,803,874.95 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 12/20/13 750 03/03/14 02/13/14 02/20/18 893 36 430 0 95% 76% PROGRESS IS SATISFACTORY NGUYEN, IRVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/17