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 03/08/19 EST. NO. 050 TIME 11:23 AM R.E. NAME: KINALY,STEVE 12-0F96C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0020-2 1,493.70 E.W. @ F.A.(+) 072116 N 0730.0 DAO CORRECTING ENTRY 0020-3 -1,493.70 072116 N 0730.0 DAO CORRECTING ENTRY 078 0001 324,801.80 A.C. @ L.S.(+) 012319 N 0001 0 324,801.80 TOTAL THIS ESTIMATE 5,122,612.27 TOTAL PREVIOUS ESTIMATE 5,447,414.07 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 03/08/19 EST. NO. 050 TIME 11:23 AM R.E. NAME: KINALY,STEVE 12-0F96C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC PRICE INDEX FLUX -65,773.47 020 DENSITY CORE 3/2/16 -412.50 020 1PILES,2ABUT,1VAQURO -4,000.00 020 AC PRICE INDES FLUX -133,014.71 021 LATE CLSR OPEN81015 -5,000.00 021 AC PRICE INDEX -183,158.98 022 ACPRICE INDEX FLUX -43,707.98 023 RET.LATE CLS8-10-15 5,000.00 023 AC PRICE INDES FLUX -57,065.32 024 AC PRICE INDES FLUX -14,306.09 025 AC PRICE INDEX FLUX -58,238.16 026 AC PRICE INDEX FLUX -116,204.35 027 AC PRICE INDEX FLUX -47,310.02 028 AC PRICE INDEX FLUX -23,489.21 029 AC PRICE INDEX FLUX -8,933.28 030 RESTAKING COSTS -40,682.71 036 AC PRICE INDEX FLUX -18,331.99 038 RETURN OF AC FLUX 718,782.00 038 CEM 4401 CY 2017 -10,000.00 042 RET CEM 4401 CY2017 10,000.00 043 RET AC PRICE INDES F 50,751.56 046 RET RESTAKING COSTS 35,532.99 046 0.00 -9,562.22 LABOR COMPLIANCE VIOLATION LHERNANDEZ UNDERPMNT -10,000.00 045 RET DEDUC LHERNANDEZ 10,000.00 048 0.00 0.00 TOTAL DEDUCTIONS 0.00 -9,562.22 PROGRAM CAS145 PAGE 1 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 LOCATION FINAL ESTIMATE 12-ORA-5-3.7/6.2 -------------- FLATIRON WEST INC OC. I-5 FROM SOUTH OF AVENIDA VISTA 1770 LA COSTA MEADOWS DRIVE HERMOSA TO S OF PACIFIC COAST HWY. SAN MARCOS CA 92078 FED. AID NO. NHPI-005 -2(966)75E,CMLN-6212(15)E ADD HOV LANE IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 1.000 6,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,600.0000 1,300,000.00 531.000 1,380,600 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 53,750.00 288,749.000 72,187 006 CHANNELIZER (SURFACE MOUNTED) EA 51.0000 18,360.00 548.000 27,948 007 TEMPORARY PAVEMENT MARKER EA 2.5000 28,750.00 14,689.000 36,722 008 TEMPORARY RAILING (TYPE K) LF 7.0000 411,600.00 58,800.000 411,600 009 TEMPORARY CRASH CUSHION MODULE EA 250.0000 100,000.00 385.000 96,250 010 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 17,500.00 5.000 12,500 011 TEMPORARY TRAFFIC SCREEN LF 2.1500 120,400.00 25,368.000 54,541 012 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 36.000 18,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 9,500.00 8.000 2,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 017 MOVE-IN/MOVE-OUT EA 600.0000 7,200.00 8.000 4,800 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 40,600.00 121,733.000 42,606 019 TEMPORARY COVER SQYD 1.4500 53,360.00 18,666.000 27,065 020 TEMPORARY CHECK DAM LF 6.8500 11,097.00 2,175.000 14,898 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 44,000.00 208.000 41,600 022 TEMPORARY FIBER ROLL LF 2.5000 121,500.00 29,147.000 72,867 PROGRAM CAS145 PAGE 2 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY LARGE SEDIMENT BARRIER LF 9.0000 35,460.00 3,940.000 35,460 024 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 85,500.00 11.000 49,500 025 STREET SWEEPING LS 160,000.0000 160,000.00 1.000 160,000 026 TEMPORARY CONCRETE WASHOUT LS 60,000.0000 60,000.00 1.000 60,000 027 TEMPORARY FENCE (TYPE ESA) LF 5.0000 53,000.00 11,365.000 56,825 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 14,150.00 28,165.000 14,082 STRIPE (HAZARDOUS WASTE) 029 ADL BURIAL LOCATION REPORT LS 7,100.0000 7,100.00 1.000 7,100 030 TREATED WOOD WASTE LB 0.2000 4,820.00 51,940.000 10,388 031 ABANDON CULVERT (LF) LF 14.0000 8,820.00 620.200 8,682 032 REMOVE GUARDRAIL LF 7.0000 12,810.00 2,758.000 19,306 033 REMOVE FLARED END SECTION EA 235.0000 235.00 1.000 235 034 REMOVE IRRIGATION FACILITY LS 23,000.0000 23,000.00 1.000 23,000 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 16,650.00 111,000.000 16,650 036 REMOVE PAINTED PAVEMENT MARKING SQFT 2.2000 59.40 195.000 429 037 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 10.000 1,000 038 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 40,500.00 9.000 40,500 039 REMOVE ASPHALT CONCRETE DIKE LF 4.5000 585.00 249.500 1,122 040 REMOVE CULVERT (LF) LF 18.0000 27,180.00 1,419.000 25,542 041 REMOVE PIPE (LF) LF 5.0000 4,950.00 1,034.800 5,174 042 REMOVE INLET EA 600.0000 45,600.00 76.000 45,600 043 REMOVE HEADWALL EA 600.0000 1,800.00 3.000 1,800 044 REMOVE SLOPE PAVING (SQFT) SQFT 1.0000 1,439.00 1,439.000 1,439 045 RESET ROADSIDE SIGN EA 250.0000 3,750.00 15.000 3,750 046 RELOCATE ROADSIDE SIGN EA 250.0000 5,750.00 23.000 5,750 047 REMOVE CONCRETE (CURB AND GUTTER) LF 3.0000 4,290.00 1,850.600 5,551 048 REMOVE CONCRETE (CHANNEL) CY 79.0000 17,380.00 220.000 17,380 049 REMOVE CONCRETE BARRIER LF 30.0000 62,700.00 2,085.490 62,564 PROGRAM CAS145 PAGE 3 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 5.0000 2,500.00 500.000 2,500 051 REMOVE SOUND WALL (SQFT) SQFT 2.5000 9,775.00 35,191.000 87,977 052 CAP INLET EA 1,000.0000 4,000.00 4.000 4,000 053 SAND BACKFILL CY 93.0000 5,208.00 56.000 5,208 054 BRIDGE REMOVAL (PORTION) LS 60,000.0000 60,000.00 1.000 60,000 055 CLEARING AND GRUBBING (LS) LS 375,000.0000 375,000.00 1.000 375,000 056 ROADWAY EXCAVATION CY 18.0000 3,942,000.00 231,897.440 4,174,153 057 ROADWAY EXCAVATION (TYPE Y-1) CY 20.0000 15,200.00 0.000 0 (AERIALLY DEPOSITED LEAD) 058 GROUND MONITORING PROGRAM LS 32,000.0000 32,000.00 1.000 32,000 059 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 16,800.00 280.000 16,800 (F) 060 STRUCTURE EXCAVATION (RETAINING WALL) CY 52.0000 1,734,356.00 33,353.000 1,734,356 (F) 061 STRUCTURE EXCAVATION (GROUND ANCHOR CY 84.0000 42,336.00 504.000 42,336 (F) WALL) 062 STRUCTURE BACKFILL (BRIDGE) CY 92.0000 19,964.00 217.000 19,964 (F) 063 STRUCTURE BACKFILL (SLURRY CEMENT) CY 500.0000 1,500.00 3.000 1,500 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 70.0000 1,799,350.00 23,726.300 1,660,841 (F) 065 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 110.0000 4,620.00 42.000 4,620 (F) 066 PERVIOUS BACKFILL MATERIAL (RETAINING CY 125.0000 151,500.00 1,138.900 142,362 WALL) 067 DITCH EXCAVATION CY 45.0000 32,850.00 730.000 32,850 068 ROADSIDE CLEARING LS 45,000.0000 45,000.00 1.000 45,000 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 WEED GERMINATION SQYD 0.1500 12,195.00 81,300.000 12,195 071 CULTIVATION SQYD 0.3000 24,390.00 81,300.000 24,390 072 IRON SULFATE (LB) LB 0.7500 2,767.50 3,690.000 2,767 073 SOIL AMENDMENT CY 16.0000 8,640.00 540.000 8,640 074 PACKET FERTILIZER EA 0.1000 3,510.00 35,100.000 3,510 075 SLOW-RELEASE FERTILIZER LB 0.5000 2,455.00 4,910.000 2,455 076 PLANT (GROUP F) EA 0.6000 48,960.00 61,200.000 36,720 PROGRAM CAS145 PAGE 4 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP K) EA 290.0000 58,000.00 200.000 58,000 078 PLANT (GROUP A) EA 5.7500 66,700.00 11,600.000 66,700 079 PLANT (GROUP B) EA 18.0000 43,560.00 1,818.000 32,724 080 MAINTAIN EXISTING PLANTED AREAS LS 70,000.0000 70,000.00 1.000 70,000 081 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000 082 WOOD MULCH CY 53.0000 124,020.00 1,755.000 93,015 083 CHECK AND TEST EXISTING IRRIGATION LS 14,000.0000 14,000.00 1.000 14,000 FACILITIES 084 OPERATE EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 1.000 7,000 085 CONTROL AND NEUTRAL CONDUCTORS LS 284,000.0000 284,000.00 1.000 284,000 086 1" REMOTE CONTROL VALVE EA 266.0000 3,724.00 14.000 3,724 087 1 1/2" REMOTE CONTROL VALVE EA 313.0000 43,820.00 140.000 43,820 088 2" REMOTE CONTROL VALVE EA 357.0000 22,134.00 62.000 22,134 089 REMOTE CONTROL VALVE WITH FLOW SENSOR EA 1,310.0000 11,790.00 0.000 0 090 48 STATION IRRIGATION CONTROLLER EA 14,000.0000 112,000.00 0.000 0 (PEDESTAL MOUNTED) 091 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,500.0000 2,500.00 0.000 0 092 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 25.0000 57,000.00 2,280.000 57,000 093 RISER SPRINKLER ASSEMBLY EA 27.0000 9,720.00 366.000 9,882 094 6" GATE VALVE EA 1,100.0000 1,100.00 2.000 2,200 095 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.5000 9,505.00 3,802.000 9,505 (F) LINE) 096 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.7000 47,155.50 17,465.000 47,155 (F) LINE) 097 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 2.9000 40,747.90 14,051.000 40,747 (F) (SUPPLY LINE) 098 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.9000 28,002.40 9,656.000 28,002 (F) (SUPPLY LINE) 099 2" PLASTIC PIPE (SCHEDULE 40) LF 3.2500 31,135.00 9,580.000 31,135 (F) (SUPPLY LINE) 100 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 46,184.25 9,723.000 46,184 (F) (SUPPLY LINE) 101 3" PLASTIC PIPE (SCHEDULE 40) LF 5.2500 92,683.50 17,654.000 92,683 (F) (SUPPLY LINE) 102 8" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 9,900.00 450.000 9,900 (F) (SUPPLY LINE) 103 3" PLASTIC PIPE (CLASS 315) LF 7.6000 159,144.00 20,786.000 157,973 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 5 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" PLASTIC PIPE (CLASS 315) LF 17.5000 221,112.50 11,981.000 209,667 (F) (SUPPLY LINE) 105 BALL VALVE EA 300.0000 10,500.00 35.000 10,500 106 8" WELDED STEEL PIPE CONDUIT LF 200.0000 222,000.00 1,362.000 272,400 107 10" WELDED STEEL PIPE CONDUIT LF 145.0000 6,525.00 14.000 2,030 108 12" WELDED STEEL PIPE CONDUIT LF 400.0000 188,000.00 319.000 127,600 109 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 12.000 7,200 110 FIBER ROLLS LF 2.5000 59,500.00 45,808.000 114,520 111 COMPOST SQFT 0.0500 2,325.00 46,500.000 2,325 112 INCORPORATE MATERIALS SQFT 0.0700 3,255.00 46,500.000 3,255 113 LIME STABILIZED SOIL SQYD 4.0000 346,400.00 54,770.860 219,083 114 CLASS 3 AGGREGATE SUBBASE CY 16.0000 728,000.00 45,015.640 720,250 115 CLASS 2 AGGREGATE BASE (CY) CY 31.0000 249,550.00 7,333.430 227,336 116 LEAN CONCRETE BASE CY 116.0000 642,640.00 5,469.410 634,451 117 LEAN CONCRETE BASE RAPID SETTING CY 320.0000 112,000.00 380.950 121,904 118 ASPHALT TREATED PERMEABLE BASE CY 124.0000 266,600.00 1,559.530 193,381 119 BASE BOND BREAKER SQYD 1.3500 48,330.00 26,850.000 36,247 120 HOT MIX ASPHALT (TYPE A) TON 66.0000 2,072,400.00 34,412.870 2,271,249 121 HOT MIX ASPHALT (TYPE B) TON 85.0000 33,150.00 630.900 53,626 122 HOT MIX ASPHALT (OPEN GRADED) TON 81.0000 473,850.00 6,972.480 564,770 123 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.0000 1,014,800.00 12,836.070 1,103,902 124 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.9000 14,547.00 913.500 3,562 125 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 23,525.00 13,592.500 33,981 126 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 2,975.00 1,407.500 3,518 127 PLACE HOT MIX ASPHALT SQYD 600.0000 2,400.00 23.800 14,280 (MISCELLANEOUS AREA) 128 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 2,718,000.00 14,882.140 2,678,785 129 JOINTED PLAIN CONCRETE PAVEMENT CY 385.0000 365,750.00 1,034.020 398,097 (RSC) 130 GROUND ANCHOR (VERTICAL) EA 1,600.0000 267,200.00 167.000 267,200 PROGRAM CAS145 PAGE 6 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 GROUND ANCHOR (SUBHORIZONTAL) EA 2,700.0000 396,900.00 147.000 396,900 132 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 86.0000 88,494.00 1,029.000 88,494 133 18" CAST-IN-DRILLED-HOLE CONCRETE LF 78.0000 239,382.00 3,069.000 239,382 PILING (SOUND WALL) 134 24" CAST-IN-DRILLED-HOLE CONCRETE LF 177.0000 4,248.00 24.000 4,248 PILING (SOUND WALL) 135 36" CAST-IN-DRILLED-HOLE CONCRETE LF 575.0000 14,950.00 26.000 14,950 PILE (SIGN FOUNDATION) 136 60" CAST-IN-DRILLED-HOLE CONCRETE LF 650.0000 175,500.00 270.000 175,500 PILE (SIGN FOUNDATION) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 74,000.0000 74,000.00 1.000 74,000 138 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 240.0000 14,400.00 60.000 14,400 (F) 139 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 427,500.00 475.000 427,500 (F) 140 STRUCTURAL CONCRETE, RETAINING WALL CY 326.0000 2,830,984.00 8,272.200 2,696,737 (F) 141 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 58,275.00 259.000 58,275 142 STRUCTURAL CONCRETE, APPROACH SLAB CY 835.0000 81,830.00 98.000 81,830 (F) (TYPE N) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,050.0000 271,950.00 267.920 281,316 (TYPE R) 144 MINOR CONCRETE CY 400.0000 400.00 1.000 400 (F) 145 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 428,000.00 428.700 428,700 (F) 146 MINOR CONCRETE (SOUND WALL) CY 550.0000 2,200.00 4.000 2,200 (F) 147 PAVING NOTCH EXTENSION CF 260.0000 45,500.00 175.000 45,500 148 ARCHITECTURAL TREATMENT SQFT 6.0000 14,268.00 2,378.000 14,268 (F) 149 ARCHITECTURAL TREATMENT SQFT 35.0000 1,279,110.00 36,546.000 1,279,110 (F) (CONCRETE PANEL) 150 FRACTURED RIB TEXTURE SQFT 8.0000 321,928.00 38,514.000 308,112 (F) 151 DRILL AND BOND DOWEL LF 200.0000 2,400.00 12.000 2,400 152 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 31.0000 5,890.00 190.000 5,890 153 JOINT SEAL (MR 1 1/2") LF 68.0000 22,576.00 332.000 22,576 154 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 140,211.00 155,790.000 140,211 (F) 155 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9200 1,015,223.68 1,057,088.400 972,521 (F) 156 BAR REINFORCING STEEL (SOUND WALL) LB 2.0000 1,928.00 964.000 1,928 (F) 157 STRUCTURAL SHOTCRETE CY 500.0000 117,000.00 234.000 117,000 (F) PROGRAM CAS145 PAGE 7 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 18,000.00 3,600.000 18,000 (F) WITH WALKWAY) 159 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 3,600.00 3,600.000 3,600 (F) WITH WALKWAY) 160 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.6000 38,606.40 6,894.000 38,606 (F) 161 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.3000 2,068.20 6,894.000 2,068 (F) 162 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5500 736,838.00 207,560.000 736,838 (F) 163 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 31,134.00 207,560.000 31,134 (F) 164 FURNISH CMS SIGN STRUCTURE LB 4.7500 53,565.75 11,227.000 53,328 (F) 165 INSTALL CMS SIGN STRUCTURE LB 0.2700 3,044.79 11,277.000 3,044 (F) 166 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 34.0000 79,900.00 2,344.700 79,719 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 0.5000 250.00 555.000 277 (0.063"-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,692.00 94.000 1,692 (0.080"-UNFRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,320.00 66.000 1,320 (0.063"-FRAMED) 170 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,310.00 110.000 2,310 (0.080"-FRAMED) 171 METAL (BARRIER MOUNTED SIGN) LB 34.0000 13,940.00 410.000 13,940 172 METAL (RAIL MOUNTED SIGN) LB 45.0000 8,100.00 180.000 8,100 173 ROADSIDE SIGN - ONE POST EA 400.0000 4,800.00 22.000 8,800 174 ROADSIDE SIGN - TWO POST EA 900.0000 900.00 1.000 900 175 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 390.00 3.000 390 METHOD) 176 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 26.0000 3,900.00 150.000 3,900 177 SOUND WALL (MASONRY BLOCK) SQFT 13.0000 582,322.00 44,794.000 582,322 (F) 178 ACCESS GATE (SOUND WALL) (MODIFIED) EA 4,200.0000 12,600.00 3.000 12,600 (F) 179 18" REINFORCED CONCRETE PIPE LF 90.0000 74,700.00 865.000 77,850 180 24" REINFORCED CONCRETE PIPE LF 97.0000 349,200.00 3,498.200 339,325 181 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 475.0000 37,050.00 78.000 37,050 182 3" PLASTIC PIPE UNDERDRAIN LF 9.0000 3,375.00 375.000 3,375 183 4" PLASTIC PIPE UNDERDRAIN LF 9.0000 3,717.00 413.000 3,717 184 3" PLASTIC PIPE (EDGE DRAIN) LF 15.0000 79,200.00 5,280.000 79,200 PROGRAM CAS145 PAGE 8 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 32.0000 14,080.00 440.000 14,080 186 GEOCOMPOSITE DRAIN SQFT 5.0000 3,925.00 785.000 3,925 187 8" ALTERNATIVE PIPE UNDERDRAIN LF 16.7500 242,875.00 15,333.500 256,836 188 GRATED LINE DRAIN LF 150.0000 6,600.00 44.000 6,600 189 24" ALTERNATIVE FLARED END SECTION EA 625.0000 1,250.00 2.000 1,250 190 18" ALTERNATIVE PIPE RISER LF 47.0000 658.00 14.000 658 191 ROCK SLOPE PROTECTION CY 125.0000 2,625.00 21.000 2,625 (F) (NO. 3, METHOD B) (CY) 192 CONCRETE (DITCH LINING) CY 350.0000 80,500.00 232.410 81,343 193 SLOPE PAVING (ROCK BLANKET) CY 460.0000 142,600.00 535.200 246,192 194 SLOPE PAVING (RANDOM SLATE PATTERN) CY 460.0000 49,680.00 108.000 49,680 195 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 504.00 63.000 504 196 MINOR CONCRETE (GUTTER) (LF) LF 22.0000 67,452.00 2,874.000 63,228 197 MINOR CONCRETE (CURB AND GUTTER) CY 457.0000 7,769.00 77.520 35,426 198 MINOR CONCRETE (TEXTURED PAVING) CY 535.0000 625,950.00 1,159.820 620,503 199 MINOR CONCRETE (CURB RAMP) CY 455.0000 15,925.00 30.500 13,877 200 MISCELLANEOUS IRON AND STEEL LB 2.0000 103,226.00 51,613.000 103,226 (F) 201 MISCELLANEOUS METAL LB 7.0000 6,895.00 985.000 6,895 (F) 202 DELINEATOR (CLASS 1) EA 44.0000 11,880.00 270.000 11,880 203 MARKER (CULVERT) EA 81.0000 891.00 11.000 891 204 GUARD RAILING DELINEATOR EA 16.0000 2,080.00 129.000 2,064 205 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.0000 55,080.00 2,643.500 71,374 206 VEGETATION CONTROL (MINOR CONCRETE) SQYD 48.0000 69,120.00 1,421.000 68,208 207 CABLE RAILING LF 22.0000 66,836.00 2,846.000 62,612 (F) 208 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 35,200.00 11.000 35,200 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 705.0000 11,280.00 12.000 8,460 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 31,000.00 11.000 34,100 211 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 6.000 16,200 PROGRAM CAS145 PAGE 9 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60P) LF 130.0000 39,000.00 300.000 39,000 213 CONCRETE BARRIER (TYPE 60C) LF 100.0000 177,000.00 1,767.000 176,700 214 CONCRETE BARRIER (TYPE 60D) LF 40.0000 129,200.00 3,038.000 121,520 215 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 118.0000 46,964.00 398.000 46,964 (F) 216 CONCRETE BARRIER LF 100.0000 218,700.00 2,187.000 218,700 (F) (TYPE 736S MODIFIED 2) 217 CONCRETE BARRIER LF 205.0000 20,910.00 102.000 20,910 (F) (TYPE 736SV MODIFIED) 218 CONCRETE BARRIER LF 97.0000 126,003.00 1,299.000 126,003 (F) (TYPE 736S MODIFIED 1) 219 CONCRETE BARRIER LF 85.0000 16,490.00 194.000 16,490 (F) (TYPE 736S MODIFIED 3) 220 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 16,080.00 4,724.000 14,172 (ENHANCED WET NIGHT VISIBILITY) 221 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 53,200.00 117,725.000 41,203 (ENHANCED WET NIGHT VISIBILITY) 222 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 39,200.00 13,865.000 13,865 (ENHANCED WET NIGHT VISIBILITY) 223 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 7,350.00 6,611.000 6,611 224 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 10,147.50 2,719.000 6,117 225 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,000.0000 11,000.00 1.000 11,000 SYSTEM ELEMENTS DURING CONSTRUCTION 226 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 1.000 700,000 (STAGE CONSTRUCTION) 227 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 1.000 500,000 228 CHANGEABLE MESSAGE SIGN (LOCATION 1) LS 22,000.0000 22,000.00 1.000 22,000 (STAGE CONSTRUCTION) 229 CHANGEABLE MESSAGE SIGN (LOCATION 2) LS 22,000.0000 22,000.00 1.000 22,000 (STAGE CONSTRUCTION) 230 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0 231 TRAFFIC MONITORING STATION (LOCATION 1) LS 44,000.0000 44,000.00 1.000 44,000 (STAGE CONSTRUCTION) 232 TRAFFIC MONITORING STATION (LOCATION 2) LS 55,000.0000 55,000.00 1.000 55,000 (STAGE CONSTRUCTION) 233 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 44,000.0000 44,000.00 1.000 44,000 234 CLOSED CIRCUIT TELEVISION SYSTEM LS 55,000.0000 55,000.00 1.000 55,000 (LOCATION 1) (STAGE CONSTRUCTION) 235 CLOSED CIRCUIT TELEVISION SYSTEM LS 77,000.0000 77,000.00 1.000 77,000 (LOCATION 2) (STAGE CONSTRUCTION) 236 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 (LOCATION 3) (STAGE CONSTRUCTION) 237 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000 (STAGE CONSTRUCTION) 238 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 10 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 RAMP METERING SYSTEM (LOCATION 3) LS 26,000.0000 26,000.00 1.000 26,000 (STAGE CONSTRUCTION) 240 RAMP METERING SYSTEM (LOCATION 4) LS 38,000.0000 38,000.00 1.000 38,000 (STAGE CONSTRUCTION) 241 RAMP METERING SYSTEM (LOCATION 5) LS 42,000.0000 42,000.00 1.000 42,000 (STAGE CONSTRUCTION) 242 RAMP METERING SYSTEM (LOCATION 6) LS 31,000.0000 31,000.00 1.000 31,000 (STAGE CONSTRUCTION) 243 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 37,000.0000 37,000.00 1.000 37,000 244 TEMPORARY COMMUNICATION SYSTEM LS 425,000.0000 425,000.00 1.000 425,000 245 MODIFY COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 1.000 850,000 246 SYSTEM TESTING AND DOCUMENTATION LS 21,000.0000 21,000.00 1.000 21,000 247 TRAINING LS 11,000.0000 11,000.00 0.000 0 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 1.000 850,000 250 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 251 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 25,000.00 65,576.000 32,788 252 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,800.00 963.000 5,778 253 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 4,800.00 1,600.000 9,600 254 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 3,000.00 6.000 3,000 255 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 256 LIME TON 225.0000 459,000.00 1,133.030 254,931 PROGRAM CAS145 PAGE 11 DATE 03/08/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96C4 TIME 11:23 AM ESTIMATE NO. 050 BID OPENING 04/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/25/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 03/08/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 40,189,730.32 ADJUSTMENT OF COMPENSATION 324,801.80 2,216,363.18 EXTRA WORK 0.00 3,231,050.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 324,801.80 45,637,144.39 257 MOBILIZATION LS 3,905,000.0000 3,905,000.00 1.000 3,905,000 ORIGINAL CONTRACT AMOUNT 44,312,578.27 TOTAL WORK COMPLETED 324,801.80 49,542,144.39 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -9,562.22 TOTAL 324,801.80 49,532,582.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/03/14 750 09/02/14 08/27/14 05/25/18 756 173 31 0 100% 100% KINALY,STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/08/19