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 08/02/22 EST. NO. 077 TIME 11:40 AM R.E. NAME: CAO, RUDY 07-1193U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0042 399.11 E.W. @ F.A.(+) 111016 N 2648.0 0043 3,080.12 050217 N 2650.0 0044 2,523.90 050317 N 2651.0 0045 2,738.00 050417 N 2652.0 0046 1,818.59 050517 N 2653.0 0047 1,887.22 050817 N 2654.0 0048 82.17 010219 N 2655.0 0049 82.17 032219 N 2656.0 0050 2,456.30 110119 N 2657.0 0051 3,630.42 072321 N 2661.0 0052 296.07 090221 N 2662.0 0053 4,094.53 093021 N 2667.0 0054 3,630.09 100421 N 2670.0 024 0053 22,340.60 A.C. @ L.S.(+) 062122 N 53 0 0054 70,050.04 E.W. @ L.S.(+) 062122 N 54 0 114 0001 -1,422.50 A.C. @ L.S.(-) 071022 N 1 0 146 0001 -291.96 A.C. @ L.S.(-) 071122 N 1 0 158 0001 24,156.00 E.W. @ L.S.(+) 071022 N 1 0 175 0030 27,591.22 E.W. @ F.A.(+) 072122 N 30 0 183 0001 4,125.00 E.W. @ L.S.(+) 071022 N 1 0 193 0001 38,245.45 E.W. @ L.S.(+) 071022 N 1 0 195 0011 9,031.34 E.W. @ F.A.(+) 051721 N 2659.0 0012 2,326.46 051821 N 2660.0 203 0001 54,571.22 E.W. @ L.S.(+) 072422 N 1 0 204 0006 3,254.05 E.W. @ F.A.(+) 092121 N 2663.0 0007 3,684.68 092221 N 2664.0 0008 3,254.05 092321 N 2665.0 0009 3,183.28 092421 N 2666.0 0010 2,473.70 092721 N 2668.0 0011 2,074.30 092821 N 2669.0 0012 1,177.86 092921 N 2671.0 206 0001 -45,330.00 A.C. @ L.S.(-) 072022 N 1 0 208 0003 20,521.47 E.W. @ L.S.(+) 071122 N 3 0 209 0001 -49,680.00 A.C. @ L.S.(-) 071022 N 1 0 210 0001 2,013.16 E.W. @ L.S.(+) 062322 N 1 0 213 0001 -42,686.84 A.C. @ L.S.(-) 073022 N 1 0 181,381.27 TOTAL THIS ESTIMATE 21,603,228.26 TOTAL PREVIOUS ESTIMATE 21,784,609.53 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 08/02/22 EST. NO. 077 TIME 11:40 AM R.E. NAME: CAO, RUDY 07-1193U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES -4,000.00 007 COMP STRENGTH -2,250.00 012 DBE 2406 AUGUST '17 -759,973.00 019 DBE 2406 AUGUST '17 759,973.00 020 LATE OPENING CLOSURE -3,500.00 036 LEGAL DEDUCTION -295,273.75 049 LEGAL DEDUCTION 295,273.75 050 AGGREGATES NON-COMPL -900.00 054 AAA-MATERIAL DEDUCT -11,250.00 065 0.00 -21,900.00 LABOR COMPLIANCE VIOLATION MSS JUNE CPRS -5,000.00 004 MSS JUNE CPRS 5,000.00 007 CPR APR 2017 -9,000.00 015 CPR MAY 17 -10,000.00 016 CPR JUNE 17 -2,000.00 017 CPR MAY 17 10,000.00 017 CPR JULY '17 -10,000.00 018 CPR APR 2017 9,000.00 019 CPR JUNE 17 2,000.00 019 CPR JULY '17 10,000.00 020 CPR SEPTEMBER '17 -10,000.00 021 CPR OCTOBER '17 -6,000.00 022 CPR SEPTEMBER '17 10,000.00 022 CPR NOVEMBER '17 -10,000.00 024 CPR DECEMBER '17 -8,000.00 025 CPR NOVEMBER '17 10,000.00 025 CPR OCTOBER '17 6,000.00 025 CPR DECEMBER '17 8,000.00 026 MARCH 18 VIOLATION -10,000.00 028 CPR AUG'18 -10,000.00 033 CPR SEPT 2018 -9,000.00 034 MARCH 18 VIOLATION 10,000.00 034 CPR AUG'18 10,000.00 035 CPR SEPT 2018 9,000.00 035 NOV'17 - OCT'18 -8,000.00 035 CPR'S MAR-MAY'19 -6,000.00 043 NOV'17 - OCT'18 8,000.00 044 CPR'S MAR-MAY '19 6,000.00 057 0.00 0.00 TOTAL DEDUCTIONS 0.00 -21,900.00 PROGRAM CAS145 PAGE 1 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-10-37.2/42.4 ---------------------------------------- GUY F. ATKINSON IN LA COUNTY FROM CITRUS STREET IN 18201 VON KARMAN AVE STE 800 WEST COVINA TO ROUTE 57 IN POMONA IRVINE CA 92612 FED. AID NO. NHPI- 010-1(829)E ,CMLN-6207(70) WIDEN FREEWAY, CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,000.0000 9,000.00 0.250 2,250.00 1.000 9,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,000.0000 8,960,000.00 1,363.000 9,541,000 004 CONSTRUCTION AREA SIGNS LS 230,000.0000 230,000.00 1.000 230,000 005 TRAFFIC CONTROL SYSTEM LS 4,700,000.0000 4,700,000.00 1.000 4,700,000 006 BARRICADE EA 45.0000 5,850.00 130.000 5,850 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,740.00 2,332.000 4,664 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 3,990.00 38,680.000 5,802 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 66,500.00 4,000.000 200,000 010 TEMPORARY PAVEMENT MARKER EA 5.0000 490.00 215.000 1,075 011 TEMPORARY RAILING (TYPE K) LF 8.5000 2,975,000.00 352,929.000 2,999,896 012 TEMPORARY CRASH CUSHION MODULE EA 123.0000 210,330.00 2,348.000 288,804 013 TEMPORARY CRASH CUSHION EA 6,245.0000 24,980.00 11.000 68,695 (TYPE ABSORB 350) 014 TEMPORARY TRAFFIC SCREEN LF 4.5000 113,850.00 25,300.000 113,850 015 JOB SITE MANAGEMENT LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 27.000 13,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 30,000.00 23.000 11,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 6.000 12,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 510.0000 43,860.00 181.000 92,310 021 TEMPORARY FIBER ROLL LF 3.5000 99,050.00 19,070.000 66,745 022 TEMPORARY SILT FENCE LF 4.0000 40,800.00 25,805.000 103,220 PROGRAM CAS145 PAGE 2 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 600,000.0000 600,000.00 1.000 600,000 024 TEMPORARY CONCRETE WASHOUT LS 600,000.0000 600,000.00 1.000 600,000 025 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 026 TEMPORARY FENCE (TYPE ESA) LF 5.0000 19,100.00 2,530.000 12,650 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 20,730.00 137,059.000 41,117 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2000 51,400.00 322,852.000 64,570 029 ABANDON CULVERT (LF) LF 8.0000 2,000.00 76.000 608 030 ABANDON CATTLE UNDERCROSSING EA 35,000.0000 35,000.00 1.000 35,000 031 RAPID SETTING CONCRETE (PATCH) CF 2,075.0000 14,525.00 7.000 14,525 032 REMOVE CHAIN LINK FENCE LF 6.0000 111,600.00 18,554.000 111,324 033 REMOVE GUARDRAIL LF 4.5000 43,965.00 10,109.000 45,490 034 REMOVE DOUBLE METAL BEAM BARRIER LF 6.0000 49,620.00 8,270.000 49,620 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 181,500.00 1,703,047.000 255,457 036 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 24,150.00 8,023.000 12,034 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 50,400.00 161,479.000 56,517 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 1,560.00 1,690.000 2,535 039 REMOVE PAVEMENT MARKER EA 0.4500 56,250.00 130,410.000 58,684 040 REMOVE ROADSIDE SIGN (WOOD POST) EA 55.0000 15,950.00 290.000 15,950 041 REMOVE ROADSIDE SIGN (METAL POST) EA 105.0000 5,040.00 48.000 5,040 042 REMOVE ROADSIDE SIGN EA 35.0000 5,250.00 150.000 5,250 (STRAP AND SADDLE BRACKET METHOD) 043 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 96,000.00 24.000 96,000 044 REMOVE SIGN FROM SIGN FRAME EA 1,500.0000 1,500.00 1.000 1,500 045 REMOVE SIGN PANEL EA 160.0000 960.00 6.000 960 046 REMOVE BRIDGE MOUNTED SIGN EA 2,900.0000 14,500.00 5.000 14,500 047 REMOVE PIPE (LF) LF 23.0000 570,400.00 17,294.400 397,771 048 REMOVE INLET EA 254.0000 58,420.00 232.000 58,928 049 REMOVE SEWER MANHOLE EA 2,125.0000 17,000.00 9.000 19,125 PROGRAM CAS145 PAGE 3 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CATCH BASIN EA 2,662.0000 47,916.00 18.000 47,916 051 REMOVE RETAINING WALL (LF) LF 17.0000 14,450.00 853.000 14,501 052 REMOVE RETAINING WALL (PORTION) (LS) LS 54,000.0000 54,000.00 1.000 54,000 053 REMOVE SEWER PIPE LF 46.0000 3,128.00 68.000 3,128 054 REMOVE CONCRETE PAVEMENT (CY) CY 20.0000 1,046,000.00 53,323.000 1,066,460 055 SALVAGE METAL BRIDGE RAILING LF 8.0000 16,448.00 2,056.000 16,448 056 RELOCATE ROADSIDE SIGN (METAL POST) EA 500.0000 3,000.00 6.000 3,000 057 ADJUST SEWER MANHOLE EA 800.0000 3,200.00 4.000 3,200 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 75,200.00 17,034.990 34,069 059 REMOVE CONCRETE (CY) CY 43.0000 18,060.00 446.970 19,219 060 REMOVE CONCRETE SIDEWALK (LF) LF 7.0000 17,920.00 2,686.000 18,802 061 REMOVE MEDIAN BERM DECORATIVE STONE SQFT 0.7500 4,950.00 6,600.000 4,950 062 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 156,800.00 40,709.000 162,836 063 REMOVE CONCRETE (STAIRWAY) LF 20.0000 4,800.00 240.000 4,800 064 REMOVE CONCRETE (WING WALL) LF 159.0000 3,816.00 26.500 4,213 065 REMOVE CONCRETE (MASONARY BLOCK WALL) LF 11.0000 34,430.00 3,215.000 35,365 066 REMOVE CONCRETE BARRIER LF 8.0000 151,200.00 19,387.000 155,096 067 REMOVE UNSOUND CONCRETE CF 1,295.0000 9,065.00 7.000 9,065 068 REFINISH BRIDGE DECK SQFT 15.5000 14,663.00 946.000 14,663 069 CORE CONCRETE (5 1/2") LF 128.0000 2,176.00 17.000 2,176 070 CAP INLET EA 905.0000 10,860.00 15.000 13,575 071 SAND BACKFILL CY 71.0000 1,917.00 4.990 354 072 REMOVE METAL RAILING LF 16.0000 3,840.00 240.000 3,840 073 REMOVE CRASH CUSHION (SAND FILLED) EA 251.0000 2,761.00 11.000 2,761 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 58,000.0000 58,000.00 1.000 58,000 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 47,000.0000 47,000.00 1.000 47,000 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 4 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 57,000.0000 57,000.00 1.000 57,000 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 80,000.0000 80,000.00 1.000 80,000 079 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 080 ROADWAY EXCAVATION CY 17.0000 6,936,000.00 409,424.000 6,960,208 081 ROADWAY EXCAVATION (TYPE Y-1) CY 9.0000 412,200.00 45,800.000 412,200 (AERIALLY DEPOSITED LEAD) 082 STRUCTURE EXCAVATION CY 18.0000 48,834.00 2,713.000 48,834 (F) 083 STRUCTURE EXCAVATION (BRIDGE) CY 84.0000 302,232.00 3,598.000 302,232 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 2,362,220.00 66,995.130 2,344,829 (F) 085 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 19.0000 11,267.00 593.000 11,267 (F) 086 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 12.0000 130,956.00 10,778.000 129,336 (F) 087 STRUCTURE EXCAVATION (TYPE Y-1) CY 16.0000 33,680.00 2,105.000 33,680 (AERIALLY DEPOSITED LEAD) 088 STRUCTURE EXCAVATION (GROUND ANCHOR CY 29.0000 9,396.00 334.700 9,706 (F) WALL) 089 STRUCTURE BACKFILL CY 100.0000 39,100.00 391.000 39,100 (F) 090 STRUCTURE BACKFILL (BRIDGE) CY 47.0000 137,240.00 2,920.000 137,240 (F) 091 STRUCTURE BACKFILL (SLURRY CEMENT) CY 167.0000 19,038.00 114.000 19,038 (F) 092 STRUCTURE BACKFILL (RETAINING WALL) CY 27.5000 1,952,500.00 71,002.160 1,952,559 (F) 093 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 159.0000 3,339.00 21.000 3,339 (F) 094 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 38.0000 29,450.00 757.000 28,766 (F) 095 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 67.0000 3,551.00 53.000 3,551 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 82.0000 241,080.00 2,981.000 244,442 (F) WALL) 097 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 105.0000 31,605.00 307.000 32,235 (F) 098 LEAN CONCRETE BACKFILL CY 79.0000 12,482.00 162.000 12,798 (F) 099 DISPLACEMENT MONITORING PROGRAM LS 50,000.0000 50,000.00 1.000 50,000 100 DITCH EXCAVATION CY 72.0000 92,160.00 2,792.270 201,043 101 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.7000 550,800.00 349,400.000 593,980 CLASS B2 102 ROADSIDE CLEARING LS 206,000.0000 206,000.00 1.000 206,000 103 PRUNE EXISTING PLANTS LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 5 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK BLANKET SQFT 7.5000 466,500.00 61,852.000 463,890 105 MEDIAN BERM DECORATIVE STONE SQFT 20.0000 86,600.00 4,330.000 86,600 106 SLOW-RELEASE FERTILIZER LB 1.5000 4,050.00 2,700.000 4,050 107 PLANT (GROUP H) EA 0.2000 22,200.00 111,000.000 22,200 108 PLANT (GROUP A) EA 12.0000 20,400.00 1,700.000 20,400 109 PLANT (GROUP B) EA 21.0000 15,960.00 760.000 15,960 110 PLANT (GROUP U) EA 130.0000 39,000.00 300.000 39,000 111 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 1.000 25,000 112 PLANT ESTABLISHMENT WORK LS 115,000.0000 115,000.00 0.448 51,520.00 1.000 115,000 113 WOOD MULCH CY 45.0000 175,500.00 3,900.000 175,500 114 CONTROL AND NEUTRAL CONDUCTORS LS 79,000.0000 79,000.00 1.000 79,000 115 REMOTE CONTROL VALVE EA 311.0000 25,191.00 81.000 25,191 116 IRRIGATION CONTROLLER (WALL MOUNTED) EA 13,000.0000 91,000.00 7.000 91,000 117 TEMPORARY IRRIGATION SYSTEM LS 68,000.0000 68,000.00 1.000 68,000 118 2" SUPPLY LINE (BRIDGE) LF 114.0000 15,960.00 140.000 15,960 (F) 119 2 1/2" SUPPLY LINE (BRIDGE) LF 66.0000 19,272.00 292.000 19,272 (F) 120 BACKFLOW PREVENTER ASSEMBLY EA 6,300.0000 44,100.00 7.000 44,100 121 RISER SPRINKLER ASSEMBLY EA 52.0000 101,400.00 1,950.000 101,400 122 GATE VALVE EA 500.0000 3,500.00 7.000 3,500 123 6" GATE VALVE EA 3,038.0000 6,076.00 2.000 6,076 124 PLASTIC PIPE (SCHDULE 40) LF 6.0000 250,494.00 41,749.000 250,494 (F) (SUPPLY LINE) 125 2" PRESSURE RELIEF VALVE EA 880.0000 880.00 1.000 880 126 BALL VALVE EA 265.0000 7,685.00 29.000 7,685 127 CORRUGATED HIGH DENSITY PIPE CONDUIT LF 80.0000 189,600.00 2,642.000 211,360 128 10" WELDED STEEL PIPE CONDUIT LF 450.0000 54,000.00 55.000 24,750 129 CLASS 3 AGGREGATE BASE (CY) CY 18.0000 2,538,000.00 141,000.000 2,538,000 130 LEAN CONCRETE BASE CY 85.0000 8,670,000.00 78,660.004 6,686,100 PROGRAM CAS145 PAGE 6 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 LEAN CONCRETE BASE RAPID SETTING CY 391.0000 1,173,000.00 2,089.350 816,935 132 BASE BOND BREAKER SQYD 2.2500 634,500.00 282,000.004 634,500 133 HOT MIX ASPHALT (TYPE A) TON 63.0000 6,615,000.00 109,127.320 6,875,021 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 89.0000 2,678,900.00 35,294.650 3,141,223 135 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5000 31,650.00 21,100.000 31,650 (PAVING FABRIC) 136 PLACE HOT MIX ASPHALT DIKE LF 2.5000 48,000.00 19,318.060 48,295 137 PLACE HOT MIX ASPHALT SQYD 35.0000 5,600.00 150.580 5,270 (MISCELLANEOUS AREA) 138 TACK COAT TON 490.0000 41,650.00 86.000 42,140 139 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 16,160,000.00 97,287.374 15,565,979 140 JOINTED PLAIN CONCRETE PAVEMENT CY 379.0000 2,232,310.00 6,340.637 2,403,101 (RSC) 141 DRILL AND BOND (DOWEL BAR) EA 12.0000 259,200.00 8,920.000 107,040 142 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 439.0000 1,914,040.00 6,762.190 2,968,601 143 CRACK AND SEAT SQYD 1.5000 30,450.00 17,823.000 26,734 144 JOINT SEAL (PREFORMED COMPRESSION) LF 4.2500 1,168,750.00 386,581.000 1,642,969 145 ISOLATION JOINT SEAL (PREFORMED LF 5.2500 505,575.00 42,619.000 223,749 COMPRESSION) 146 GROUND ANCHOR (VERTICAL) EA 2,250.0000 463,500.00 206.000 463,500 147 GROUND ANCHOR (SUBHORIZONTAL) EA 2,300.0000 239,200.00 98.000 225,400 148 SOIL NAIL LF 18.0000 7,011,126.00 382,271.800 6,880,892 149 JACKING SUPERSTRUCTURE LS 33,000.0000 33,000.00 1.000 33,000 150 STEEL SOLDIER PILE (W 21 X 48) LF 29.0000 6,264.00 216.000 6,264 151 STEEL SOLDIER PILE (W 21 X 57) LF 34.0000 8,840.00 260.000 8,840 152 STEEL SOLDIER PILE (W 21 X 73) LF 42.0000 35,280.00 840.000 35,280 153 STEEL SOLDIER PILE (W 21 X 93) LF 51.0000 13,872.00 272.000 13,872 154 STEEL SOLDIER PILE (W 21 X 111) LF 65.0000 23,400.00 396.000 25,740 155 30" DRILLED HOLE LF 17.0000 16,337.00 961.000 16,337 156 36" DRILLED HOLE LF 20.0000 20,100.00 1,041.000 20,820 157 FURNISH STEEL PILING (HP 10 X 42) LF 21.0000 1,742,370.00 82,970.000 1,742,370 PROGRAM CAS145 PAGE 7 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DRIVE STEEL PILE (HP 10 X 42) EA 700.0000 1,495,900.00 2,137.000 1,495,900 159 FURNISH STEEL PILING (HP 14 X 89) LF 42.0000 125,580.00 2,990.000 125,580 160 DRIVE STEEL PILE (HP 14 X 89) EA 1,000.0000 48,000.00 48.000 48,000 161 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 275,000.00 9,158.000 457,900 162 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 71.0000 649,934.00 9,153.990 649,933 163 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 67.0000 237,046.00 3,538.000 237,046 164 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 890.0000 61,410.00 69.000 61,410 165 FURNISH PILING (CLASS 90) LF 28.0000 23,884.00 851.000 23,828 (ALTERNATIVE X) 166 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,000.0000 18,000.00 18.000 18,000 167 FURNISH PILING (CLASS 90) LF 35.0000 94,535.00 2,701.000 94,535 (ALTERNATIVE Y) 168 DRIVE PILE (CLASS 90) EA 1,000.0000 80,000.00 80.000 80,000 (ALTERNATIVE Y) 169 16" CAST-IN-DRILLED-HOLE CONCRETE LF 53.0000 1,881,500.00 35,369.250 1,874,570 PILING (SOUND WALL) 170 24" CAST-IN-DRILLED-HOLE CONCRETE LF 62.0000 2,790.00 44.500 2,759 PILING (SOUND WALL) 171 60" CAST-IN-DRILLED-HOLE CONCRETE LF 790.0000 726,800.00 920.000 726,800 PILE (SIGN FOUNDATION) 172 PRESTRESSING CAST-IN-PLACE CONCRETE LS 64,000.0000 64,000.00 1.000 64,000 173 PRESTRESSING PRECAST GIRDER LS 120,000.0000 120,000.00 1.000 120,000 174 STRUCTURAL CONCRETE CY 439.0000 237,499.00 530.900 233,065 (F) 175 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 335.0000 311,885.00 931.000 311,885 (F) 176 STRUCTURAL CONCRETE, BRIDGE CY 1,198.0000 2,649,976.00 2,229.300 2,670,701 (F) 177 STRUCTURAL CONCRETE, RETAINING WALL CY 370.0000 11,984,300.00 32,614.000 12,067,180 (F) 178 AGGREGATE BASE (APPROACH SLAB) CY 86.0000 11,868.00 138.000 11,868 179 STRUCTURAL CONCRETE, APPROACH SLAB CY 629.0000 219,521.00 347.000 218,263 (F) (TYPE N) 180 STRUCTURAL CONCRETE, APPROACH SLAB CY 475.0000 648,850.00 1,365.100 648,422 (TYPE R) 181 STRUCTURAL CONCRETE, BOX CULVERT CY 890.0000 149,520.00 162.410 144,544 (F) 182 MINOR CONCRETE (MINOR STRUCTURE) CY 1,435.0000 1,511,055.00 11.283 16,191.11 1,094.350 1,570,392 (F) 183 MINOR CONCRETE (BACKFILL) CY 94.0000 5,640.00 60.000 5,640 (F) 184 PAVING NOTCH EXTENSION CF 78.0000 60,918.00 785.060 61,234 PROGRAM CAS145 PAGE 8 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE SURFACE TEXTURE SQFT 3.0000 957,807.00 319,269.000 957,807 (F) 186 DRILL AND BOND DOWEL LF 18.0000 98,874.00 5,493.000 98,874 187 CLEAN EXPANSION JOINT LF 10.0000 940.00 415.000 4,150 188 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 30,000.0000 420,000.00 14.000 420,000 GIRDER (70'-80') 189 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 84,000.00 2.000 84,000 BOX GIRDER(TYPE B-36)(90'-100') 190 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,000.0000 196,000.00 4.000 196,000 BOX GIRDER (TYPE B-54)(90'-100') 191 FURNISH PRECAST PRESTRESSED CONCRETE EA 48,000.0000 96,000.00 2.000 96,000 BOX GIRDER (TYPE B-36) (100'-110') 192 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 93.0000 343,170.00 3,690.000 343,170 SLAB (TYPE S11) (MODIFIED) 193 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 4,100.0000 90,200.00 22.000 90,200 (F) GIRDER 194 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,030.0000 30,900.00 30.000 30,900 (F) UNIT 195 JOINT SEAL (MR 1/2") LF 35.0000 3,290.00 415.000 14,525 196 JOINT SEAL (MR 1") LF 35.0000 9,415.00 529.000 18,515 197 JOINT SEAL (MR 1 1/2") LF 65.0000 67,470.00 1,060.000 68,900 198 JOINT SEAL (TYPE AL) LF 50.0000 8,500.00 170.000 8,500 199 BAR REINFORCING STEEL LB 1.0000 126,050.00 126,050.000 126,050 (F) 200 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 942,338.25 1,262,497.700 946,873 (F) 201 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 3,652,428.00 4,888,944.000 3,666,708 (F) 202 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 30,057.00 28,747.100 28,747 (F) 203 HEADED BAR REINFORCEMENT EA 12.0000 6,432.00 536.000 6,432 (F) 204 STRUCTURAL SHOTCRETE CY 360.0000 705,240.00 1,943.300 699,588 (F) 205 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.2500 17,539.75 4,127.000 17,539 (F) WITH WALKWAY) 206 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 8,254.00 4,127.000 8,254 (F) WITH WALKWAY) 207 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 1,928,094.00 642,698.000 1,928,094 (F) 208 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 321,349.00 642,698.000 321,349 (F) 209 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 21.0000 130,410.00 6,210.000 130,410 210 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 26,910.00 1,170.000 26,910 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 34,540.00 3,140.000 34,540 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 9 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 29,640.00 2,470.000 29,640 (0.080"-UNFRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 4,080.00 240.000 4,080 (0.063"-FRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,680.00 260.000 4,680 (0.080"-FRAMED) 215 METAL (BARRIER MOUNTED SIGN) LB 12.5000 78,750.00 6,666.000 83,325 216 METAL (SOUND WALL MOUNTED SIGN) LB 15.5000 75,020.00 4,474.000 69,347 217 ROADSIDE SIGN-METAL POST EA 260.0000 15,080.00 58.000 15,080 218 ROADSIDE SIGN - ONE POST EA 290.0000 81,200.00 276.000 80,040 219 ROADSIDE SIGN - TWO POST EA 930.0000 47,430.00 50.000 46,500 220 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 10,800.00 120.000 10,800 METHOD) 221 INSTALL SIGN PANEL (BRIDGE MOUNTED) EA 182.0000 1,092.00 6.000 1,092 222 INSTALL SIGN OVERLAY SQFT 25.0000 3,000.00 120.000 3,000 223 INSTALL SIGN PANEL (SOUND WALL MOUNTED) EA 115.0000 345.00 3.000 345 224 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 2,100.00 84.000 2,100 225 INSTALL ROADSIDE SIGN EA 1,875.0000 5,625.00 3.000 5,625 (LAMINATED WOOD BOX POST) 226 TIMBER LAGGING MFBM 4,220.0000 156,140.00 0.220 928.40 37.220 157,068 (F) 227 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 3,059,552.00 191,222.000 3,059,552 (F) 228 CLEAN AND PAINT STEEL SOLDIER PILING LS 40,000.0000 40,000.00 1.000 40,000 229 PREPARE AND PAINT CONCRETE SQFT 12.0000 5,076.00 423.000 5,076 230 PREPARE AND STAIN CONCRETE SQFT 2.0000 619,314.00 304,173.000 608,346 231 ANTI-GRAFFITI COATING SQFT 1.0000 846.00 846.000 846 (F) 232 18" REINFORCED CONCRETE PIPE LF 83.0000 879,800.00 666.410 55,312 233 24" REINFORCED CONCRETE PIPE LF 90.0000 2,160,000.00 1,321.000 118,890 234 27" REINFORCED CONCRETE PIPE LF 165.0000 26,400.00 0.000 0 235 30" REINFORCED CONCRETE PIPE LF 118.0000 233,640.00 0.000 0 236 36" REINFORCED CONCRETE PIPE LF 146.0000 391,280.00 38.000 5,548 237 39" REINFORCED CONCRETE PIPE LF 151.0000 90,600.00 0.000 0 238 48" REINFORCED CONCRETE PIPE LF 483.0000 21,252.00 62.500 30,187 PROGRAM CAS145 PAGE 10 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 18" CORRUGATED STEEL PIPE (.079" THICK) LF 162.0000 27,540.00 170.000 27,540 240 24" CORRUGATED STEEL PIPE (.079" THICK) LF 173.0000 53,630.00 351.660 60,837 241 48" CORRUGATED STEEL PIPE (.079" THICK) LF 3,400.0000 10,200.00 3.000 10,200 242 18" SLOTTED CORRUGATED STEEL PIPE LF 75.0000 233,250.00 3,110.000 233,250 (.079" THICK) 243 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 9,700.00 966.000 9,660 244 6" NON-PERFORATED PLASTIC PIPE LF 39.0000 17,160.00 437.900 17,078 UNDERDRAIN 245 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 65.0000 5,785.00 89.000 5,785 246 FURNISH AND INSTALL DRAIN PIPE LF 10.0000 14,600.00 2,681.000 26,810 (HORIZONTAL DRAIN) 247 DRILL HOLE (HORIZONTAL DRAIN) LF 20.0000 29,200.00 2,681.000 53,620 248 CLASS 4 PERMEABLE MATERIAL CY 117.0000 25,389.00 217.000 25,389 (F) 249 CLASS 5 PERMEABLE MATERIAL CY 117.0000 23,751.00 203.000 23,751 (F) 250 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 138.0000 6,348.00 45.200 6,237 (.079" THICK) 251 24" CORRUGATED STEEL PIPE RISER LF 290.0000 21,170.00 73.000 21,170 (.079" THICK) 252 18" CONCRETE FLARED END SECTION EA 1,020.0000 2,040.00 2.000 2,040 253 24" CONCRETE FLARED END SECTION EA 1,080.0000 4,320.00 4.000 4,320 254 36" PRECAST CONCRETE PIPE MANHOLE LF 115.0000 5,750.00 56.110 6,452 255 ROCK SLOPE PROTECTION CY 123.0000 3,444.00 28.000 3,444 (F) (FACING, METHOD B) (CY) 256 CONCRETE (DITCH LINING) CY 439.0000 544,360.00 1,345.370 590,617 257 SLOPE PAVING (CONCRETE) (MODIFIED) CY 1,110.0000 224,220.00 268.000 297,480 258 GABION CY 350.0000 10,850.00 31.000 10,850 (F) 259 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 27.0000 2,214.00 81.620 2,203 260 MINOR CONCRETE (GUTTER) (LF) LF 42.0000 44,100.00 1,050.000 44,100 261 DETECTABLE WARNING SURFACE SQFT 80.0000 52,000.00 650.000 52,000 262 MINOR CONCRETE (MISCELLANEOUS CY 365.0000 803,000.00 2,248.700 820,775 CONSTRUCTION) 263 MINOR CONCRETE (GUTTER DEPRESSION) CY 600.0000 3,000.00 4.510 2,706 264 MINOR CONCRETE (STAMPED CONCRETE) SQFT 7.0000 592,200.00 85,023.000 595,161 265 PRE/POST CONSTRUCTION SURVEYS EA 595.0000 20,825.00 35.000 20,825 PROGRAM CAS145 PAGE 11 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MISCELLANEOUS IRON AND STEEL LB 1.5000 324,285.00 221,037.000 331,555 (F) 267 MISCELLANEOUS METAL LB 22.0000 10,406.00 473.000 10,406 (F) 268 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 23,520.00 2,352.000 23,520 (F) 269 ABANDON SEWER LF 6.0000 14,160.00 2,352.300 14,113 270 MODIFY SEWER MANHOLE EA 4,467.0000 13,401.00 0.000 0 271 6"VITRIFIED CLAY PIPE (LATERAL) LF 1,133.0000 81,576.00 86.000 97,438 272 8"VITRIFIED CLAY PIPE LF 175.0000 393,750.00 2,351.280 411,474 273 PRECAST REINFORCED CONCRETE SEWER EA 6,300.0000 37,800.00 6.000 37,800 MANHOLE 274 TEMPORARY FENCE (TYPE CL-6) LF 16.0000 108,000.00 10,133.000 162,128 275 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 79,740.00 4,429.000 79,722 276 5' CHAIN LINK GATE (TYPE CL-6) EA 2,825.0000 5,650.00 2.000 5,650 277 10' CHAIN LINK GATE (TYPE CL-6) EA 4,815.0000 4,815.00 1.000 4,815 278 MILEPOST MARKER EA 50.0000 2,700.00 54.000 2,700 279 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 63,360.00 3,335.750 80,058 280 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 78,500.00 1,625.000 81,250 281 CHAIN LINK RAILING (MODIFIED) LF 29.0000 84,680.00 2,930.000 84,970 (F) 282 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 35.0000 40,740.00 1,164.000 40,740 (F) 283 PEDESTRIAN GUARDRAILING LF 93.0000 29,481.00 317.000 29,481 (F) 284 CABLE RAILING LF 18.0000 222,066.00 12,172.000 219,096 (F) 285 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 51,800.00 15.000 55,500 286 END CAP (TYPE A) EA 150.0000 300.00 2.000 300 287 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,110.0000 17,760.00 16.000 17,760 288 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,735.0000 22,410.00 6.000 22,410 289 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 55,000.00 23.000 57,500 290 ALTERNATIVE CRASH CUSHION EA 38,000.0000 190,000.00 5.000 190,000 291 CRASH CUSHION (SCI-100GM) EA 38,000.0000 76,000.00 2.000 76,000 292 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 112.0000 57,680.00 515.000 57,680 PROGRAM CAS145 PAGE 12 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 75.0000 28,500.00 380.000 28,500 294 CONCRETE BARRIER (TYPE 60A MODIFIED 1) LF 85.0000 18,785.00 221.000 18,785 295 CONCRETE BARRIER (TYPE 60) LF 75.0000 44,250.00 590.000 44,250 296 CONCRETE BARRIER (TYPE 60C) LF 55.0000 133,100.00 2,045.760 112,516 297 CONCRETE BARRIER (TYPE 60D) LF 40.0000 584,000.00 14,643.000 585,720 298 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 180.0000 104,400.00 407.330 73,319 299 CONCRETE BARRIER (TYPE 60G) LF 46.0000 373,520.00 7,637.160 351,309 300 CONCRETE BARRIER (TYPE 60GC) LF 64.0000 979,200.00 14,729.980 942,718 301 CONCRETE BARRIER (TYPE 60GE) LF 144.0000 28,800.00 200.000 28,800 302 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 1,830.0000 14,640.00 8.000 14,640 303 CONCRETE BARRIER (TYPE 60P MODIFIED) LF 352.0000 147,840.00 360.000 126,720 304 CONCRETE BARRIER (TYPE 736) LF 80.0000 49,760.00 622.000 49,760 (F) 305 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 74.0000 378,954.00 5,121.000 378,954 (F) 306 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 80.0000 611,280.00 7,641.000 611,280 (F) 307 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 84.0000 73,836.00 879.000 73,836 (F) 308 CONCRETE BARRIER (TYPE 736B) LF 118.0000 64,192.00 544.000 64,192 (F) 309 CONCRETE BARRIER (TYPE 736SV) LF 145.0000 664,100.00 4,580.000 664,100 (F) 310 CONCRETE BARRIER ( TYPE 736B MODIFIED) LF 119.0000 558,943.00 2,218.000 263,942 (F) 311 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 172.0000 426,388.00 2,479.000 426,388 (F) 312 CONCRETE BARRIER (TYPE 736S/SV) LF 121.0000 50,457.00 417.000 50,457 (F) 313 CONCRETE BARRIER (TYPE 736S/SV MODIFIED) LF 178.0000 260,414.00 4,194.000 746,532 (F) 314 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 72,100.00 0.000 0 315 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 94,500.00 129,365.000 90,555 316 4"THERMOPLASTIC TRAFFIC STRIPE (BROKEN) LF 0.1500 34,950.00 0.000 0 317 8"THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,150.00 28,956.000 14,478 (BROKEN) 318 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 36,400.00 18,532.000 37,064 319 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 396,000.00 2,487,332.000 497,466 PROGRAM CAS145 PAGE 13 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 31,600.00 14,304.000 28,608 321 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 92,700.00 82,588.000 82,588 322 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 104,400.00 56,340.000 126,765 323 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 324 LIGHTING (CITY STREET) LS 170,000.0000 170,000.00 1.000 170,000 325 MODIFY FLASHING BEACON LS 5,000.0000 5,000.00 1.000 5,000 326 INTERCONNECTION CONDUIT AND CABLE (LS) LS 60,000.0000 60,000.00 1.000 60,000 327 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 145,000.0000 145,000.00 1.000 145,000 328 ELECTRIC SERVICE (IRRIGATION) LS 40,000.0000 40,000.00 1.000 40,000 329 MODIFY TRAFFIC MONITORING STATION LS 350,000.0000 350,000.00 1.000 350,000 330 MODIFY RAMP METERING SYSTEM LS 1,650,000.0000 1,650,000.00 1.000 1,650,000 331 MODIFY SIGNAL AND LIGHTING LS 600,000.0000 600,000.00 1.000 600,000 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 4,150,000.0000 4,150,000.00 1.000 4,150,000 333 COMMUNICATION SYSTEM LS 1,450,000.0000 1,450,000.00 1.000 1,450,000 334 CHANGEABLE MESSAGE SIGN SYSTEM AND LS 90,000.0000 90,000.00 1.000 90,000 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM (LOCATION SB395) 335 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 210,000.0000 210,000.00 1.000 210,000 336 INTERNET PROTOCOL NODE LS 30,000.0000 30,000.00 1.000 30,000 337 SYSTEM TESTING AND DOCUMENTATION LS 70,000.0000 70,000.00 1.000 70,000 338 CLASS D FILTER FABRIC SQYD 7.5000 4,800.00 637.000 4,777 339 BUILDING WORK LS 40,000.0000 40,000.00 1.000 40,000 340 WATER METER CHARGES LS 100,000.0000 100,000.00 0.454 45,400.00 1.000 100,000 PROGRAM CAS145 PAGE 14 DATE 08/02/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1193U4 TIME 11:40 AM ESTIMATE NO. 077 BID OPENING 10/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/22 R.E. NAME: CAO, RUDY DATE OF THIS ESTIMATE 08/02/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 116,289.51 153,008,658.01 ADJUSTMENT OF COMPENSATION -117,070.70 6,988,253.06 EXTRA WORK 298,451.97 14,796,356.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 297,670.78 174,793,267.54 341 MOBILIZATION LS 16,162,297.0000 16,162,297.00 1.000 16,162,297 ORIGINAL CONTRACT AMOUNT 172,198,015.00 TOTAL WORK COMPLETED 297,670.78 190,955,564.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -21,900.00 TOTAL 297,670.78 190,933,664.54 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 12/08/15 1530 04/12/16 03/02/16 06/17/22 1526 42 93 0 100% 100% CAO, RUDY RESIDENT ENGINEER