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 10/22/18 EST. NO. 053 TIME 10:51 AM R.E. NAME: IRA, ALFRED 07-1952U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 053 0001 5,804.07 E.W. @ F.A.(+) 080618 N 1058.0 0002 6,647.17 080918 N 1059.0 0003 889.68 082718 N 1060.0 0004 8,068.70 082118 N 1056.0 0005 821.23 082318 N 1057.0 22,230.85 TOTAL THIS ESTIMATE 4,586,426.39 TOTAL PREVIOUS ESTIMATE 4,608,657.24 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 10/22/18 EST. NO. 053 TIME 10:51 AM R.E. NAME: IRA, ALFRED 07-1952U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING FEE -1,420.00 016 MISSING ANNUAL 4401 -10,000.00 027 LEGAL WITHHOLD -50,000.00 038 CEM 4401 2016 S.W. -10,000.00 039 LEGAL WITHHOLD 50,000.00 041 DBE 2406 -3,596.00 048 DBE 2406 3,596.00 049 0.00 -21,420.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM -10,000.00 034 1391 FORM 10,000.00 035 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING FEB CPR'S -5,000.00 015 MISSING FEB CPR'S 5,000.00 016 MISSING CPR'S -3,000.00 022 MISSING NOV CPR'S -4,000.00 025 DELINQ OCT-DEC15 CPR -10,000.00 027 MISSING CPRS 3,000.00 027 MISSING NOV CPRS 4,000.00 027 DEL JAN 2016 CPR -10,000.00 028 DEL JAN 2016 CPR 10,000.00 029 DELINQ OCT-DEC15 CPR 10,000.00 029 CPR'S JAN-SEPT 2016- -8,000.00 036 CPR'S JAN-SEPT 2016- 8,000.00 047 CPR'S AUG/SEPT '17 -3,000.00 050 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -24,420.00 PROGRAM CAS145 PAGE 1 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 LOCATION PROGRESS ESTIMATE 07-VEN-101-R0.1/R4.5 ----------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY NEAR THOUSAND 13170 TELFAIR AVENUE OAKS FROM VENTURA COUNTY LINE TO SYLMAR CA 91342 ROUTE 101/23 INTERCHANGE FED. AID NO. CNHP-X037(165)E WIDEN FREEWAY, RAMPS, RECONSTR MED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.800 5,600 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 630,000.00 626.000 876,400 004 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.870 78,300 005 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 006 TYPE III BARRICADE EA 69.0000 2,553.00 82.000 5,658 007 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 23,310.00 670.000 24,790 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 70,000.00 34.000 238,000 009 TEMPORARY FLASHING BEACON LS 1,900.0000 1,900.00 1.000 1,900 010 TEMPORARY RAILING (TYPE K) LF 10.2500 653,950.00 62,360.000 639,190 011 TEMPORARY CRASH CUSHION MODULE EA 170.0000 93,330.00 635.000 107,950 012 TEMPORARY CRASH CUSHION EA 11,000.0000 77,000.00 13.000 143,000 (TYPE ABSORB 350) 013 TEMPORARY TRAFFIC SCREEN LF 2.0000 120,400.00 7,540.000 15,080 014 JOB SITE MANAGEMENT LS 115,000.0000 115,000.00 1.000 115,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.900 9,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 20,000.00 27.000 13,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,500.00 14.000 7,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 019 MOVE-IN/MOVE-OUT EA 660.0000 1,980.00 2.000 1,320 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 17,025.00 36,956.200 27,717 (BONDED FIBER MATRIX) 021 TEMPORARY CHECK DAM LF 3.4000 3,808.00 314.000 1,067 022 TEMPORARY DRAINAGE INLET PROTECTION EA 184.0000 20,240.00 210.000 38,640 PROGRAM CAS145 PAGE 2 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.9000 63,510.00 29,555.000 85,709 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,625.0000 7,875.00 5.000 13,125 025 STREET SWEEPING LS 200,000.0000 200,000.00 1.000 200,000 026 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 1.000 65,000 027 ASBESTOS COMPLIANCE PLAN LS 11,800.0000 11,800.00 1.000 11,800 028 TEMPORARY FENCE (TYPE ESA) LF 4.0000 21,400.00 5,985.000 23,940 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 19,360.00 29,002.000 11,600 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 5,500.0000 5,500.00 1.000 5,500 031 TREATED WOOD WASTE LB 6.0000 8,280.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 43,470.0000 43,470.00 1.000 43,470 033 ABANDON CULVERT (LF) LF 24.0000 18,960.00 215.500 5,172 034 ABANDON INLET EA 735.0000 16,905.00 16.000 11,760 035 REMOVE WOOD STEPS LF 80.0000 3,120.00 39.000 3,120 036 REMOVE CHAIN LINK FENCE LF 9.5000 13,395.00 1,361.000 12,929 037 REMOVE METAL BEAM GUARD RAILING LF 11.0000 28,270.00 2,758.500 30,343 038 REMOVE FLARED END SECTION EA 105.0000 210.00 2.000 210 039 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 1.000 15,000 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 59,100.00 278,332.000 83,499 041 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 4,740.00 3,435.000 6,870 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 21,775.00 82,612.000 20,653 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,860.00 896.000 1,792 044 REMOVE PAVEMENT MARKER EA 0.5000 19,900.00 31,776.000 15,888 045 REMOVE ROADSIDE SIGN EA 50.0000 600.00 14.000 700 046 REMOVE ROADSIDE SIGN EA 32.0000 416.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 047 REMOVE SIGN STRUCTURE (EA) EA 2,900.0000 14,500.00 5.000 14,500 048 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 10,500.00 5.000 10,500 049 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 3,420.00 6,633.500 13,267 PROGRAM CAS145 PAGE 3 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE OVERSIDE DRAIN EA 620.0000 620.00 1.000 620 051 REMOVE CULVERT (LF) LF 21.0000 1,302.00 162.000 3,402 052 REMOVE INLET EA 1,470.0000 11,760.00 17.000 24,990 053 REMOVE HEADWALL EA 1,300.0000 1,300.00 0.000 0 054 REMOVE RETAINING WALL (LF) LF 100.0000 70,000.00 524.770 52,477 055 REMOVE CONCRETE PAVEMENT (CY) CY 11.0000 28,270.00 2,508.880 27,597 056 SALVAGE METAL BRIDGE RAILING LF 6.0000 2,958.00 493.000 2,958 057 RECONSTRUCT FENCE LF 19.0000 1,159.00 49.000 931 058 RESET MISSION BELL MARKER EA 3,000.0000 3,000.00 2.000 6,000 059 RELOCATE ROADSIDE SIGN EA 370.0000 2,960.00 7.000 2,590 060 ADJUST INLET EA 1,575.0000 12,600.00 7.000 11,025 061 COLD PLANE RUBBERIZED HOT MIX ASPHALT SQYD 2.1000 7,518.00 17,062.000 35,830 PAVEMENT 062 REMOVE CONCRETE CURB (LF) LF 5.2500 6,825.00 513.580 2,696 063 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 2.7000 25,758.00 1,000.090 2,700 064 REMOVE CONCRETE (CURB AND GUTTER) LF 3.9000 13,884.00 2,407.000 9,387 065 REMOVE CONCRETE BARRIER LF 9.4000 104,340.00 11,047.550 103,846 066 REFINISH BRIDGE DECK SQFT 55.0000 46,035.00 0.000 0 067 REMOVE ROCK SLOPE PROTECTION CY 34.0000 2,278.00 59.000 2,006 068 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 66.0000 1,584.00 10.100 666 069 CORE CONCRETE (10 1/2") LF 420.0000 2,100.00 0.000 0 070 CAP INLET EA 1,260.0000 7,560.00 6.000 7,560 071 SAND BACKFILL CY 223.0000 12,042.00 54.000 12,042 072 REMOVE CRASH CUSHION EA 510.0000 2,040.00 1.000 510 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000 074 BRIDGE REMOVAL (PORTION), LOCATION B LS 22,000.0000 22,000.00 1.000 22,000 075 BRIDGE REMOVAL (PORTION), LOCATION C LS 23,000.0000 23,000.00 1.000 23,000 076 ROADWAY EXCAVATION CY 15.0000 709,500.00 56,866.300 852,994 PROGRAM CAS145 PAGE 4 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Z-2) CY 345.0000 4,830.00 14.000 4,830 (AERIALLY DEPOSITED LEAD) 078 ROADWAY EXCAVATION (TYPE Y-1) CY 43.0000 61,490.00 1,107.000 47,601 (AERIALLY DEPOSITED LEAD) 079 STRUCTURE EXCAVATION (BRIDGE) CY 43.0000 47,558.00 1,106.000 47,558 (F) 080 STRUCTURE EXCAVATION (RETAINING WALL) CY 31.0000 339,853.00 10,963.000 339,853 (F) 081 STRUCTURE EXCAVATION (TYPE Y-1) CY 85.0000 30,345.00 342.000 29,070 (AERIALLY DEPOSITED LEAD) 082 STRUCTURE BACKFILL (BRIDGE) CY 101.0000 70,296.00 694.500 70,144 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 61.0000 760,792.00 12,472.410 760,817 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 93.0000 78,027.00 824.680 76,695 (F) WALL) 085 DITCH EXCAVATION CY 36.0000 48,240.00 123.500 4,446 086 IMPORTED BORROW (CY) CY 9.0000 9,540.00 1,175.000 10,575 087 ROADSIDE CLEARING LS 6,100.0000 6,100.00 1.000 6,100 088 SOIL AMENDMENT CY 36.0000 7,560.00 0.000 0 089 MULCH CY 77.0000 92,400.00 0.000 0 090 FERTILIZER (PACKET) EA 0.1300 1,573.00 0.000 0 091 ORGANIC FERTILIZER LB 3.3000 5,544.00 0.000 0 092 PLANT (GROUP H) EA 0.8000 138,400.00 0.000 0 093 PLANT (GROUP K) EA 400.0000 13,200.00 0.000 0 094 PLANT (GROUP A) EA 8.0000 89,600.00 0.000 0 095 PLANT (GROUP U) EA 160.0000 5,120.00 0.000 0 096 MAINTAIN EXISTING PLANTED AREAS LS 9,500.0000 9,500.00 0.500 4,750 097 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 098 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,500.0000 10,500.00 0.000 0 099 MODIFY IRRIGATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 100 CONTROL AND NEUTRAL CONDUCTORS LS 53,000.0000 53,000.00 1.000 53,000 101 1" ELECTRIC REMOTE CONTROL VALVE EA 440.0000 4,840.00 7.000 3,080 102 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 500.0000 60,000.00 115.000 57,500 103 2" ELECTRIC REMOTE CONTROL VALVE EA 540.0000 4,860.00 12.000 6,480 PROGRAM CAS145 PAGE 5 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOTE CONTROL VALUE ACTUATOR EA 1,700.0000 3,400.00 0.000 0 105 24 STATION IRRIGATION CONTROLLER EA 3,800.0000 7,600.00 1.000 3,800 (PEDESTAL MOUNTED) 106 32 STATION IRRIGATION CONTROLLER EA 3,200.0000 16,000.00 3.000 9,600 107 48 STATION IRRIGATION CONTROLLER EA 6,800.0000 6,800.00 1.000 6,800 108 3" GALVANIZED STEEL PIPE LF 180.0000 34,740.00 193.000 34,740 (F) (SUPPLY LINE ON BRIDGE) 109 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 32,000.00 5.000 20,000 CABINET 110 WATER METER EA 18,500.0000 18,500.00 1.000 18,500 111 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 2,500.00 1.000 2,500 112 2" BACKFLOW PREVENTER ASSEMBLY EA 1,900.0000 1,900.00 1.000 1,900 113 SPRINKLER (TYPE A-2) EA 43.0000 172.00 0.000 0 114 SPRINKLER (TYPE A-5) EA 66.0000 50,820.00 1,000.000 66,000 115 SPRINKLER (TYPE A-6) EA 48.0000 528.00 51.000 2,448 116 SPRINKLER (TYPE A-7) EA 67.0000 2,345.00 17.000 1,139 117 SPRINKLER (TYPE B-1) EA 44.0000 30,800.00 204.000 8,976 118 SPRINKLER (TYPE C-3) EA 31.0000 23,870.00 431.000 13,361 119 3" GATE VALVE EA 824.0000 1,648.00 1.000 824 120 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 25,437.00 8,479.000 25,437 (F) LINE) 121 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 28,107.00 9,369.000 28,107 (F) LINE) 122 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 34,944.00 9,590.000 33,565 (F) (SUPPLY LINE) 123 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 37,644.00 9,411.000 37,644 (F) (SUPPLY LINE) 124 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 24,356.00 5,055.000 20,220 (F) (SUPPLY LINE) 125 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 122,643.00 11,820.000 106,380 (F) (SUPPLY LINE) 126 BALL VALVE EA 400.0000 14,400.00 43.000 17,200 127 8" WELDED STEEL PIPE CONDUIT LF 205.0000 45,100.00 285.000 58,425 (.250" THICK) 128 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8000 4,824.00 6,030.000 4,824 129 HYDROMULCH SQFT 0.2000 1,206.00 6,030.000 1,206 130 FIBER ROLLS LF 3.2500 1,430.00 440.000 1,430 PROGRAM CAS145 PAGE 6 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 HYDROSEED SQFT 0.2000 1,206.00 6,030.000 1,206 132 COMPOST SQFT 0.2000 1,206.00 6,030.000 1,206 133 CLASS 2 AGGREGATE BASE (CY) CY 59.0000 18,290.00 310.000 18,290 134 CLASS 3 AGGREGATE BASE (CY) CY 35.0000 703,500.00 15,271.700 534,509 135 LEAN CONCRETE BASE CY 88.0000 1,135,200.00 12,934.930 1,138,273 136 HOT MIX ASPHALT (TYPE A-WMA) TON 98.0000 834,960.00 8,397.510 822,955 137 RUBBERIZED HOT MIX ASPHALT TON 100.0000 234,000.00 2,451.930 245,193 (GAP GRADED-WMA) 138 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.2500 1,690.00 238.800 776 (PAVING FABRIC) 139 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 1,620.00 835.000 835 140 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,490.00 1,630.000 1,630 141 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 4,710.00 4,607.000 4,607 142 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,710.00 1,613.000 1,613 143 PLACE HOT MIX ASPHALT SQYD 92.0000 644.00 0.000 0 (MISCELLANEOUS AREA) 144 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 2,975,000.00 17,841.950 3,033,131 145 SEAL PAVEMENT JOINT LF 3.0000 106,200.00 34,817.000 104,451 146 SEAL ISOLATION JOINT LF 3.2000 104,640.00 23,947.000 76,630 147 SEAL LONGITUDINAL JOINT LF 3.0000 34,500.00 5,310.000 15,930 148 REPAIR SPALLED JOINTS, SQYD 375.0000 28,125.00 93.130 34,923 POLYESTER GROUT 149 GRIND EXISTING CONCRETE SQYD 4.5000 81,450.00 17,566.000 79,047 PAVEMENT 150 FURNISH STEEL PILING (HP 14 X 89) LF 63.0000 128,331.00 2,037.000 128,331 151 DRIVE STEEL PILE (HP 14 X 89) EA 5,000.0000 240,000.00 48.000 240,000 152 16" CAST-IN-DRILLED-HOLE CONCRETE LF 41.0000 524,800.00 12,606.750 516,876 PILING (SOUND WALL) 153 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 16,200.00 132.000 11,880 PILING (SOUND WALL) 154 60" CAST-IN-DRILLED-HOLE CONCRETE LF 570.0000 85,500.00 149.830 85,403 PILE (SIGN FOUNDATION) 155 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 440.0000 68,640.00 156.000 68,640 (F) 156 STRUCTURAL CONCRETE CY 940.0000 2,820.00 3.000 2,820 (SIGN STRUCTURE FOUNDATION) 157 STRUCTURAL CONCRETE, BRIDGE CY 588.0000 698,544.00 1,188.000 698,544 (F) PROGRAM CAS145 PAGE 7 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, RETAINING WALL CY 332.0000 1,442,208.00 4,344.040 1,442,221 (F) 159 STRUCTURAL CONCRETE, SOUND WALL CY 815.0000 94,540.00 116.000 94,540 (F) 160 AGGREGATE BASE (APPROACH SLAB) CY 340.0000 2,380.00 10.000 3,400 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 560.0000 46,480.00 83.000 46,480 (F) (TYPE N) 162 STRUCTURAL CONCRETE, APPROACH SLAB CY 555.0000 27,750.00 56.000 31,080 (TYPE R) 163 MINOR CONCRETE (MINOR STRUCTURE) CY 1,520.0000 118,560.00 91.860 139,627 (F) 164 MINOR CONCRETE (BACKFILL) CY 126.0000 2,016.00 16.000 2,016 (F) 165 PAVING NOTCH EXTENSION CF 114.0000 2,166.00 0.000 0 166 DRILL AND BOND DOWEL LF 15.0000 49,125.00 3,540.490 53,107 167 PRESSURE GROUT REINFORCEMENT LF 51.0000 15,402.00 0.000 0 168 JOINT SEAL (MR 1/2") LF 40.0000 3,720.00 93.000 3,720 169 JOINT SEAL (MR 1") LF 48.0000 2,112.00 44.000 2,112 170 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 429,570.00 357,975.000 429,570 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 564,932.40 515,165.000 618,198 172 BAR REINFORCING STEEL LB 2.0000 820.00 410.000 820 (F) (SIGN STRUCTURE FOUNDATION) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 545,040.00 121,120.000 545,040 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 30,280.00 121,120.000 30,280 (F) 175 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 43,750.00 1,288.000 45,080 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,020.00 40.000 680 (0.063"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,000.00 198.000 3,960 (0.080"-UNFRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 931.00 49.000 931 (0.063"-FRAMED) 179 METAL (BARRIER MOUNTED SIGN) LB 17.0000 20,740.00 1,278.000 21,726 180 ROADSIDE SIGN - ONE POST EA 300.0000 3,900.00 11.000 3,300 181 ROADSIDE SIGN - TWO POST EA 415.0000 415.00 1.000 415 182 INSTALL SIGN (EXPANSION ANCHOR MOUNTING EA 1,500.0000 4,500.00 3.000 4,500 METHOD, BRIDGE BARRIER) 183 INSTALL SIGN (EXPANSION ANCHOR MOUNTED EA 1,230.0000 2,460.00 2.000 2,460 FLUSH SIGN, BRIDGE) 184 INSTALL SIGN (ACRYLIC ADHESIVE MOUNTED EA 660.0000 1,320.00 2.000 1,320 FLUSH SIGN, BRIDGE) PROGRAM CAS145 PAGE 8 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 898,296.00 64,164.000 898,296 (F) 186 SOUND WALL (HIGH STRENGTH MASONRY BLOCK) SQFT 15.0000 33,000.00 0.000 0 (F) 187 ACRYLIC SOUNDSTOP MASONRY SOUND WALL SQFT 50.0000 210,000.00 0.000 0 TRANSPARENT PANEL 188 18" ALTERNATIVE PIPE CULVERT LF 59.0000 37,170.00 699.000 41,241 189 24" ALTERNATIVE PIPE CULVERT LF 72.0000 20,160.00 273.500 19,692 190 18" BITUMINOUS COATED CORRUGATED STEEL LF 76.0000 9,880.00 79.600 6,049 PIPE (0.168" THICK) 191 48" BITUMINOUS COATED CORRUGATED STEEL LF 235.0000 4,230.00 7.000 1,645 PIPE (0.168" THICK) 192 12" BITUMINOUS COATED CORRUGATED STEEL LF 303.0000 12,726.00 29.500 8,938 PIPE (0.168" THICK) 193 3" PLASTIC PIPE LF 55.0000 495.00 0.000 0 194 GRATED LINE DRAIN LF 110.0000 10,230.00 84.000 9,240 195 18" ALTERNATIVE FLARED END SECTION EA 263.0000 1,315.00 5.000 1,315 196 24" ALTERNATIVE FLARED END SECTION EA 284.0000 284.00 1.000 284 197 ROCK SLOPE PROTECTION CY 150.0000 10,950.00 58.600 8,790 (FACING, METHOD B) (CY) 198 SLOPE PAVING (CONCRETE) EA 830.0000 28,220.00 34.000 28,220 199 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,260.00 144.200 865 200 MINOR CONCRETE (MISCELLANEOUS CY 565.0000 146,900.00 325.350 183,822 CONSTRUCTION) 201 MINOR CONCRETE (TEXTURED PAVING) CY 412.0000 148,320.00 313.270 129,067 202 CURB RAMP DETECTABLE WARNING SURFACE SQFT 39.0000 1,599.00 30.000 1,170 203 MISCELLANEOUS IRON AND STEEL LB 1.5000 27,522.00 18,348.000 27,522 (F) 204 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 1,140.00 0.000 0 205 DELINEATOR (CLASS 1) EA 50.0000 2,650.00 0.000 0 206 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 65,260.00 2,600.500 67,613 207 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 46,200.00 1,131.150 39,590 208 PIPE HANDRAILING LF 114.0000 29,640.00 260.000 29,640 (F) 209 CABLE RAILING LF 16.0000 10,080.00 630.000 10,080 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,400.0000 13,600.00 4.000 13,600 211 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 5,800.00 8.000 5,800 PROGRAM CAS145 PAGE 9 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 2.000 7,000 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,575.0000 23,175.00 9.000 23,175 214 CRASH CUSHION (REACT 4SCBS) EA 41,500.0000 249,000.00 6.000 249,000 215 CRASH CUSHION (ALTERNATIVE) EA 30,000.0000 90,000.00 3.000 90,000 216 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 79.0000 26,939.00 341.000 26,939 217 CONCRETE BARRIER (TYPE 60) LF 33.0000 100,320.00 2,722.000 89,826 218 CONCRETE BARRIER (TYPE 60C) LF 62.0000 356,500.00 6,072.420 376,490 219 CONCRETE BARRIER (TYPE 60D) LF 58.0000 64,380.00 1,099.410 63,765 220 CONCRETE BARRIER (TYPE 60W) LF 180.0000 88,200.00 470.000 84,600 221 CONCRETE BARRIER (TYPE 60GE) LF 300.0000 15,000.00 50.000 15,000 222 CONCRETE BARRIER (TYPE 60CW) LF 193.0000 50,180.00 255.000 49,215 223 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 150.0000 24,000.00 160.000 24,000 224 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 71.0000 226,987.00 3,197.000 226,987 (F) 225 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 97.0000 49,567.00 511.000 49,567 (F) 226 CONCRETE BARRIER (TYPE 736B) LF 122.0000 9,760.00 80.000 9,760 227 CONCRETE BARRIER (TYPE 736SV) LF 112.0000 343,840.00 3,048.000 341,376 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 34,760.00 101,222.000 40,488 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,170.00 1,800.000 1,080 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 13,840.00 14,757.000 11,805 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 5,880.00 11,805.000 7,083 (BROKEN 12-3) 232 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,760.00 2,478.000 7,434 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 47,430.00 152,600.000 47,306 (BROKEN 36-12) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,143.00 7,370.000 2,211 (BROKEN 17-7) 235 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 46,830.00 459,760.000 96,549 236 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1000 8,029.00 1,787.000 5,539 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 30,030.00 29,812.000 31,302 238 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 31,920.00 12,557.000 35,159 PROGRAM CAS145 PAGE 10 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,700.0000 2,700.00 1.000 2,700 SYSTEM ELEMENTS DURING CONSTRUCTION 240 LIGHTING (TEMPORARY) LS 119,000.0000 119,000.00 1.000 119,000 241 SOFFIT LIGHTING LS 25,000.0000 25,000.00 1.000 25,000 242 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 38.0000 5,320.00 140.000 5,320 243 MODIFY COMMUNICATION SYSTEM LS 143,000.0000 143,000.00 1.000 143,000 244 TEMPORARY COMMUNICATION SYSTEM LS 62,000.0000 62,000.00 1.000 62,000 245 ELECTRIC SERVICE (IRRIGATION) LS 14,000.0000 14,000.00 1.000 14,000 246 MODIFY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 247 MODIFY LIGHTING AND SIGN ILLUMINATION LS 230,000.0000 230,000.00 1.000 230,000 PROGRAM CAS145 PAGE 11 DATE 10/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1952U4 TIME 10:51 AM ESTIMATE NO. 053 BID OPENING 09/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/18 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,652,769.20 ADJUSTMENT OF COMPENSATION 0.00 559,008.12 EXTRA WORK 22,230.85 4,049,649.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,230.85 27,261,426.44 248 MOBILIZATION LS 1,665,420.0000 1,665,420.00 1.000 1,665,420 ORIGINAL CONTRACT AMOUNT 24,660,757.40 TOTAL WORK COMPLETED 22,230.85 28,926,846.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -24,420.00 TOTAL 22,230.85 28,902,426.44 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 12/12/13 700 02/05/14 00/00/00 12/15/18 491 49 11 0 98% 69% PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/18