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 09/16/24 EST. NO. 064 TIME 03:38 PM R.E. NAME: HONG, JOHN 12-0K0224 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0492 1,585.89 E.W. @ F.A.(+) 032824 N 2533.0 0493 1,686.11 041224 N 2534.0 0506 2,337.09 062424 N 2662.0 0507 2,972.59 062524 N 2663.0 0513 5,426.86 072924 N 2751.0 0514 1,963.91 080124 N 2753.0 0515 795.19 041524 N 2535.1 0516 5,548.40 052924 N 2591.1 0517 2,973.44 062524 N 2624.0 0518 3,645.55 073024 N 2756.0 0519 2,278.46 073024 N 2757.0 0520 2,741.64 081624 N 2772.0 002 0168 1,702.76 E.W. @ F.A.(+) 052924 N 2592.0 0170 3,962.75 052924 N 2592.1 0171 9.23 052924 N 2592.2 0172 486.65 061024 N 2608.1 017 0256 1,542.83 E.W. @ F.A.(+) 050924 N 2515.0 0273 1,834.77 041624 N 2462.1 0294 2,123.00 041524 N 2461.1 0295 80.18 062424 N 2664.1 0296 74.48 062524 N 2665.1 0297 140.58 062624 N 2666.1 0298 533.12 062724 N 2668.1 020 0033 2,897.53 E.W. @ F.A.(+) 040524 N 2766.0 0034 807.66 061924 N 2708.1 0035 910.26 071724 N 2713.1 0036 2,090.51 040224 N 2763.1 063 0054 2,177.69 E.W. @ F.A.(+) 073024 N 2778.0 0055 2,710.55 080824 N 2780.0 0056 695.92 081324 N 2781.0 0057 1,991.94 082624 N 2782.0 0058 934.51 082724 N 2783.0 0059 28,350.30 E.W. @ U.P (+) 091324 N 5 070 0013 4,441.90 E.W. @ F.A.(+) 070821 N 1274.0 099 0048 1,793.74 E.W. @ F.A.(+) 052324 N 2584.0 0051 3,921.59 061124 N 2605.0 0052 3,921.59 061224 N 2606.0 0053 1,354.32 061324 N 2607.0 0054 3,718.95 061124 N 2610.0 0056 2,855.11 061524 N 2614.0 0057 66,467.50 061224 N 2648.0 0060 837.35 062624 N 2667.0 0062 1,988.32 062424 N 2674.0 0063 1,200.95 062724 N 2676.0 0064 4,037.73 070824 N 2677.0 0065 3,808.25 070924 N 2678.0 0066 3,462.14 071024 N 2718.0 0067 4,611.46 071124 N 2719.0 0068 168.08 071224 N 2745.0 0069 1,163.83 071924 N 2746.0 0070 884.69 031924 N 2373.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/16/24 EST. NO. 064 TIME 03:38 PM R.E. NAME: HONG, JOHN 12-0K0224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0072 112.07 062624 N 2667.1 0073 1,732.50 061424 N 2671.1 100 0049 1,400.02 E.W. @ F.A.(+) 031424 N 2454.0 103 0092 2,840.22 E.W. @ F.A.(+) 073024 N 2752.0 0093 829.51 080224 N 2754.0 0094 13,094.93 041024 N 2769.0 0095 17,731.90 041124 N 2770.0 0096 12,176.92 041224 N 2771.0 0097 1,144.00 041724 N 2465.1 0098 176.72 051524 N 2681.1 0099 2,618.89 073024 N 2752.1 0100 489.50 052224 N 2774.0 105 0033 1,760.30 E.W. @ F.A.(+) 071124 N 2715.0 107 0010 1,088.45 E.W. @ F.A.(+) 051324 N 2542.1 109 0013 1,007.14 E.W. @ F.A.(+) 061124 N 2616.0 0014 1,440.61 062624 N 2657.0 0015 778.39 061424 N 2658.0 0016 581.45 061824 N 2672.0 0017 380.11 061924 N 2673.0 0018 1,362.47 062724 N 2675.0 0022 793.68 061224 N 2767.1 0023 1,404.14 071224 N 2716.1 0024 4,949.48 070824 N 2737.1 0025 6,197.43 070924 N 2738.2 0026 2,354.00 070924 N 2738.3 0027 10,558.68 071024 N 2739.1 0028 5,999.30 071124 N 2740.1 0029 1,313.11 072324 N 2744.1 0030 1,833.52 070924 N 2758.1 0031 5,320.33 071124 N 2759.1 0032 10,269.33 071224 N 2760.1 112 0014 2,783.00 E.W. @ F.A.(+) 040324 N 2446.3 0015 3,894.41 042924 N 2520.1 115 0043 3,374.57 E.W. @ F.A.(+) 080724 N 2755.0 0048 248.07 052324 N 2775.0 0049 248.07 052824 N 2776.0 120 0001 17,500.00 E.W. @ U.P (+) 090924 N 1 342,437.07 TOTAL THIS ESTIMATE 20,941,030.84 TOTAL PREVIOUS ESTIMATE 21,283,467.91 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 09/16/24 EST. NO. 064 TIME 03:38 PM R.E. NAME: HONG, JOHN 12-0K0224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401-2019 -10,000.00 009 RET CEM4401/CY2019 10,000.00 011 RW 75 CIDH PILES (5) -2,500.00 011 EL TORO BENT 3 CIDH -2,000.00 013 LA PAZ UC BENT2 CIDH -6,000.00 014 LA PAZ LOOP &UC CIDH -4,000.00 015 LP LOOP ABUT 1 #2,10 -1,000.00 016 LP UC ABUT 1 #7,16 -1,000.00 016 RW 21 PILES #8,10 -1,000.00 016 LA PAZ ABUT 3 CIDH -13,000.00 017 BI #139 SOURCE INSPC -5,000.00 019 CEM4401 CY2020 -10,000.00 021 ETW ABUT 1 P#7,9,21 -1,500.00 025 ETW ABUT 1 (7 PILES) -3,500.00 026 ETW ABUT 1 P#27 -500.00 027 CEM 4401 CY 2021 -10,000.00 033 LP UC ABUT 3 #51,57 -1,000.00 040 LP UC BENT 2 PILES -34,000.00 043 LPUC ABUT 1 #116,117 -1,000.00 050 LPUC BENT 2 #10,#11 -8,000.00 051 LPUC AB3#140,152,158 -1,500.00 053 0.00 -106,500.00 TOTAL DEDUCTIONS 0.00 -106,500.00 PROGRAM CAS145 PAGE 1 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 LOCATION PROGRESS ESTIMATE 12-ORA-5-14.5/17.1 ----------------- FLATIRON WEST, INC. IN ORA CO, IN MISSION VIEJO AND 12121 SCRIPPS SUMMIT DRIVE LAGUNA HILLS, ON ROUTE 5 FROM 0.7 SUITE 400 SAN DIEGO CA 92123 MILE S OF OSO PKWY TO 0.3 MILE S OF ALICIA PKWY OC FED. AID NO. TPLN-6212(22)N ADD ONE 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 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,500.0000 7,425,000.00 1,080.000 8,100,000 004 CONSTRUCTION AREA SIGNS LS 220,000.0000 220,000.00 0.010 2,200.00 0.990 217,800 005 TRAFFIC CONTROL SYSTEM LS 2,565,000.1000 2,565,000.10 1.000 2,565,000 006 TYPE II BARRICADE EA 100.0000 1,800.00 18.000 1,800 007 TYPE III BARRICADE EA 175.0000 21,000.00 113.000 19,775 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,850.00 705.000 24,675 009 PORTABLE DELINEATOR EA 45.0000 1,710.00 38.000 1,710 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 50,000.0000 50,000.00 1.000 50,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 172,500.00 26.000 195,000 012 TEMPORARY RAILING (TYPE K) LF 9.0000 927,000.00 104,058.000 936,522 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 117,250.00 403.000 70,525 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,500.0000 71,500.00 18.000 99,000 015 TEMPORARY TRAFFIC SCREEN LF 2.0000 193,200.00 46,348.000 92,696 016 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 1.000 200,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.500 3,750 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 49.000 24,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 35.000 17,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 5.000 10,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 78,000.00 129,521.000 77,712 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 2.6000 70,460.00 510.000 1,326 PROGRAM CAS145 PAGE 2 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 19.0000 13,300.00 692.500 13,157 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 46,000.00 221.000 44,200 025 TEMPORARY FIBER ROLL LF 3.0000 159,000.00 89,368.000 268,104 026 TEMPORARY GRAVEL BAG BERM LF 18.0000 25,920.00 73.000 1,314 027 TEMPORARY SILT FENCE LF 3.5000 113,750.00 18,902.000 66,157 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 180,000.00 10.000 45,000 029 STREET SWEEPING LS 480,000.0000 480,000.00 1.000 480,000 030 TEMPORARY CONCRETE WASHOUT LS 150,000.0000 150,000.00 1.000 150,000 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 4,200.00 115.000 34,500 032 WATER QUALITY MONITORING REPORT EA 300.0000 6,000.00 6.000 1,800 033 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 33,160.00 27,689.000 11,075 STRIPE (HAZARDOUS WASTE) 035 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 036 TREATED WOOD WASTE LB 0.5000 86,000.00 109,650.000 54,825 037 NOISE MONITORING LS 8,500.0000 8,500.00 1.000 8,500 038 VIBRATION MONITORING LS 145,000.0000 145,000.00 1.000 145,000 039 SURVEY AND MONITORING OF EXISTING LS 80,000.0000 80,000.00 0.100 8,000.00 0.900 72,000 NON-HIGHWAY FACILITIES 040 BUILDING SURVEY LS 15,000.0000 15,000.00 1.000 15,000 041 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.4000 1,800.00 741.000 1,778 042 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 2,880.00 250.000 1,500 043 CLEARING AND GRUBBING (LS) LS 1,325,000.0000 1,325,000.00 1.000 1,325,000 044 DUST PALLIATIVE LS 23,000.0000 23,000.00 0.180 4,140 045 ROADWAY EXCAVATION CY 23.0000 8,441,000.00 361,033.300 8,303,765 046 ROADWAY EXCAVATION (TYPE Y-1) CY 55.0000 1,254,000.00 17,381.000 955,955 (AERIALLY DEPOSITED LEAD) 047 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 908,752.00 17,492.000 909,584 (F) 048 STRUCTURE EXCAVATION (TYPE A) CY 950.0000 325,850.00 343.000 325,850 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 105.0000 5,177,025.00 49,305.000 5,177,025 (F) PROGRAM CAS145 PAGE 3 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 45.0000 44,595.00 991.000 44,595 (F) 051 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 29,700.00 297.000 29,700 (F) WALL) 052 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 681,920.00 17,064.000 682,560 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 72.0000 2,232,648.00 31,180.000 2,244,960 (F) 054 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 295.0000 11,210.00 38.000 11,210 (F) 055 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 295.0000 6,490.00 22.000 6,490 (F) 056 GROUND MONITORING LS 110,000.0000 110,000.00 1.000 110,000 057 DITCH EXCAVATION CY 20.0000 32,600.00 270.500 5,410.00 1,361.400 27,228 058 IMPORTED BORROW (CY) CY 15.0000 18,000.00 910.000 13,650 059 ROCK BLANKET SQFT 9.8000 161,700.00 4,350.000 42,630.00 13,955.000 136,759 060 RELOCATE IRRIGATION CONTROLLER EA 1,550.0000 7,750.00 5.000 7,750 061 PLANT (GROUP A) EA 32.0000 960.00 0.000 0 062 MAINTAIN EXISTING PLANTED AREAS LS 152,200.0000 152,200.00 0.800 121,760 063 PLANT ESTABLISHMENT WORK LS 21,400.0000 21,400.00 0.000 0 064 GRAVEL MULCH SQFT 5.0000 25,950.00 0.000 0 065 CHECK AND TEST EXISTING IRRIGATION LS 22,400.0000 22,400.00 1.000 22,400 FACILITIES 066 OPERATE EXISTING IRRIGATION FACILITIES LS 78,100.0000 78,100.00 0.000 0 067 REMOVE IRRIGATION FACILITY LS 71,300.0000 71,300.00 1.000 71,300 068 CONTROL AND NEUTRAL CONDUCTORS LS 74,900.0000 74,900.00 1.000 74,900 069 1" REMOTE CONTROL VALVE EA 330.0000 6,930.00 0.000 0 070 1 1/2" REMOTE CONTROL VALVE EA 450.0000 2,700.00 0.000 0 071 2" REMOTE CONTROL VALVE EA 480.0000 480.00 0.000 0 072 3" REMOTE CONTROL VALVE EA 1,750.0000 1,750.00 1.000 1,750 073 3" WYE STRAINER ASSEMBLY EA 650.0000 650.00 1.000 650 074 6" SUPPLY LINE (BRIDGE) LF 95.0000 30,780.00 324.000 30,780 075 6"GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 50.0000 20,000.00 0.000 0 (F) BRIDGE) 076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 58.0000 8,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 39.0000 12,090.00 0.000 0 078 3" GATE VALVE EA 1,250.0000 18,750.00 15.000 18,750 079 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 96,300.00 0.000 0 (F) LINE) 080 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 9,180.00 0.000 0 (F) (SUPPLY LINE) 081 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 8,950.00 0.000 0 (F) (SUPPLY LINE) 082 3" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 34,560.00 0.000 0 (F) (SUPPLY LINE) 083 6" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 99,440.00 0.000 0 (F) (SUPPLY LINE) 084 3" PLASTIC PIPE (CLASS 315) LF 8.5000 5,950.00 432.000 3,672 (F) (SUPPLY LINE) 085 6" PLASTIC PIPE (CLASS 315) LF 11.0000 440.00 0.000 0 (F) (SUPPLY LINE) 086 PRESSURE REGULATING VALVE EA 2,940.0000 2,940.00 1.000 2,940 087 BALL VALVE EA 1,290.0000 20,640.00 16.000 20,640 088 12" CORRUGATED HIGH DENSITY LF 90.0000 66,600.00 1,036.000 93,240 POLYETHYLENE PIPE CONDUIT 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 1.000 500 090 DRY SEED (SQFT) SQFT 0.1100 14,740.00 0.000 0 091 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 72,320.00 50,000.000 4,000.00 50,000.000 4,000 092 HYDROMULCH SQFT 0.0300 7,800.00 0.000 0 093 HYDROSEED SQFT 0.0600 15,600.00 0.000 0 094 COMPOST (CY) CY 40.0000 20,000.00 0.000 0 095 INCORPORATE MATERIALS SQFT 0.1500 24,150.00 0.000 0 096 PERMANENT EROSION CONTROL ESTABLISHMENT LS 5,000.0000 5,000.00 0.000 0 WORK 097 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000 098 CLASS 2 AGGREGATE SUBBASE CY 20.0000 1,546,000.00 79,473.150 1,589,463 099 CLASS 2 AGGREGATE BASE (CY) CY 37.0000 2,201,500.00 59,669.500 2,207,771 100 LEAN CONCRETE BASE CY 120.0000 1,190,400.00 10,491.750 1,259,010 101 LEAN CONCRETE BASE RAPID SETTING CY 338.0000 321,100.00 421.000 142,298 102 BASE BOND BREAKER SQYD 0.5000 42,500.00 91,017.500 45,508 103 PREPAVING INERTIAL PROFILER LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPAVING GRINDING DAY EA 6,500.0000 130,000.00 0.000 0 105 PRIME COAT TON 3,400.0000 180,200.00 0.000 0 106 HOT MIX ASPHALT (TYPE A) TON 94.0000 2,613,200.00 31,248.220 2,937,332 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 898,800.00 10,501.850 1,123,697 108 PLACE HOT MIX ASPHALT DIKE LF 5.7500 105,800.00 18,369.000 105,621 109 PLACE HOT MIX ASPHALT SQYD 81.0000 5,994.00 118.500 9,598 (MISCELLANEOUS AREA) 110 TACK COAT TON 785.0000 47,885.00 17.300 13,580 111 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 10,100.00 20,279.000 10,139 112 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 35,046.00 11,776.000 77,721 113 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 7,104,000.00 31,059.000 7,454,160 114 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 1,237,500.00 1,195.000 537,750 (RSC) 115 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 425.0000 59,500.00 0.000 0 116 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 526,500.00 39,883.000 598,245 117 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 5.2500 61,950.00 10,780.000 56,595 118 GRIND EXISTING CONCRETE SQYD 6.2500 200,000.00 34,529.800 215,811 PAVEMENT 119 GROUND ANCHOR (VERTICAL) EA 2,500.0000 880,000.00 352.000 880,000 120 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.0000 330,000.00 110.000 330,000 121 SOIL NAIL LF 22.0000 621,302.00 30,546.000 672,012 122 CONCRETE BLOCK SLOUGH WALL SQFT 43.0000 13,330.00 373.000 16,039 123 MECHANICALLY STABILIZED EMBANKMENT, SQFT 180.0000 2,244,600.00 0.000 0 (F) LOCATION A 124 MECHANICALLY STABILIZED EMBANKMENT, SQFT 120.0000 1,226,760.00 10,223.000 1,226,760 (F) LOCATION B 125 MECHANICALLY STABILIZED EMBANKMENT, SQFT 85.0000 657,050.00 7,730.000 657,050 (F) LOCATION C 126 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 229,100.00 2,291.000 229,100 (F) LOCATION D 127 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 289,340.00 3,145.000 289,340 (F) LOCATION E 128 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 34,400.00 344.000 34,400 (F) LOCATION F 129 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 1.000 50,000 130 JACKING SUPERSTRUCTURE (LOCATION A) LS 110,000.0000 110,000.00 1.000 110,000 PROGRAM CAS145 PAGE 6 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JACKING SUPERSTRUCTURE (LOCATION B) LS 165,000.0000 165,000.00 1.000 165,000 132 FURNISH STEEL PILING (HP 14 X 117) LF 75.0000 280,200.00 3,736.000 280,200 133 DRIVE STEEL PILE (HP 14 X 117) EA 2,600.0000 239,200.00 92.000 239,200 134 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 55.0000 23,100.00 0.000 0 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 106.0000 2,232,148.00 21,012.250 2,227,298 136 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 980.0000 1,515,080.00 1,546.000 1,515,080 137 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 68.0000 60,860.00 935.000 63,580 138 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 284,800.00 178.000 284,800 139 FURNISH 24" CAST-IN-STEEL SHELL LF 100.0000 541,800.00 5,468.000 546,800 CONCRETE PILING 140 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 16,100.0000 1,416,800.00 89.000 1,432,900 PILE 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 58.0000 26,100.00 420.000 24,360 PILING (BARRIER) 142 16" CAST-IN-DRILLED-HOLE CONCRETE LF 56.0000 194,432.00 3,625.000 203,000 PILING (SOUND WALL) 143 24" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 5,720.00 45.500 5,915 PILING (SOUND WALL) 144 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,140.0000 90,060.00 79.340 90,447 PILE (SIGN FOUNDATION) 145 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,110.0000 288,600.00 258.000 286,380 PILE (SIGN FOUNDATION) 146 24" CAST-IN-DRILLED-HOLE CONCRETE LF 118.0000 757,088.00 6,416.000 757,088 PILING (RETAINING WALL) 147 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 1.000 290,000 148 SEAL COURSE CONCRETE CY 345.0000 75,210.00 0.000 0 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 930,020.00 2,548.000 930,020 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 1,075.0000 6,193,075.00 5,775.000 6,208,125 (F) 151 STRUCTURAL CONCRETE, BRIDGE CY 765.0000 1,832,175.00 2,395.000 1,832,175 (F) (POLYMER FIBER) 152 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,490.0000 34,270.00 16.000 23,840 (F) 153 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,570,960.00 39.000 14,820.00 17,331.000 6,585,780 (F) 154 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 874,800.00 1,457.000 874,200 (F) 155 AGGREGATE BASE (APPROACH SLAB) CY 210.0000 4,410.00 34.000 7,140 156 STRUCTURAL CONCRETE, APPROACH SLAB CY 655.0000 725,740.00 1,108.000 725,740 (F) (TYPE N) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,135.0000 230,405.00 165.400 187,729 (TYPE R) PROGRAM CAS145 PAGE 7 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BOX CULVERT CY 2,100.0000 90,300.00 43.000 90,300 (F) 159 STRUCTURAL CONCRETE, HEADWALL CY 1,290.0000 9,030.00 6.650 8,578 (F) 160 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 1,039,500.00 369.210 996,867 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 860.0000 441,180.00 34.940 30,048.40 127.980 110,062 (F) 162 MINOR CONCRETE (BACKFILL) CY 165.0000 96,855.00 591.500 97,597 (F) 163 PAVING NOTCH EXTENSION CF 910.0000 77,350.00 7.200 6,552 164 ARCHITECTURAL TREATMENT (CUSTOM SCENES) SQFT 30.0000 72,420.00 2,414.000 72,420 (F) 165 CONCRETE SURFACE TEXTURE (SLATE PATTERN) SQFT 10.0000 512,090.00 51,209.000 512,090 (F) 166 CONCRETE SURFACE TEXTURE (STACKED STONE) SQFT 7.0000 43,603.00 6,229.000 43,603 (F) 167 FRACTURED RIB TEXTURE SQFT 7.5000 138,690.00 13,150.000 98,625 (F) 168 DRILL AND BOND DOWEL LF 18.0000 22,248.00 1,321.500 23,787 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 378,000.00 18.000 378,000 GIRDER (60'-70') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 207,000.00 9.000 207,000 GIRDER (70'-80') 171 ERECT PRECAST PRESTRESSED CONCRETE EA 7,600.0000 205,200.00 27.000 205,200 GIRDER 172 JOINT SEAL (MR 1/2") LF 75.0000 5,550.00 93.000 6,975 173 JOINT SEAL (MR 1") LF 36.0000 29,268.00 890.000 32,040 174 JOINT SEAL (MR 1 1/2") LF 65.0000 33,475.00 510.000 33,150 175 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 400.0000 17,200.00 41.000 16,400 176 JOINT SEAL ASSEMBLY (MR 3") LF 440.0000 15,400.00 32.000 14,080 177 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 4,239,696.25 3,394,295.000 4,242,868 (F) 178 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 3,684,531.25 2,953,336.000 3,691,670 (F) 179 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 9,414.90 6,974.000 9,414 (F) 180 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,912.50 1,275.000 1,912 (F) (BRIDGE) 181 HEADED BAR REINFORCEMENT EA 55.0000 5,280.00 96.000 5,280 (F) 182 STRUCTURAL SHOTCRETE CY 1,500.0000 522,000.00 348.000 522,000 (F) 183 STRUCTURAL STEEL (BRIDGE) LB 9.0000 117,108.00 13,012.000 117,108 (F) 184 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2500 999,600.00 235,620.000 1,001,385 (F) PROGRAM CAS145 PAGE 8 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 70,560.00 235,620.000 70,686 (F) 186 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 60,000.00 15.000 60,000 187 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000 188 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 465,444.00 25,839.000 465,102 (F) 189 ACCESS GATE (SOUND WALL) EA 10,000.0000 10,000.00 1.000 10,000 (F) 190 REPAIR SPALLED SURFACE AREA SQFT 170.0000 95,200.00 11.000 1,870 191 REMOVE RETAINING WALL (LF) LF 65.0000 112,450.00 1,730.000 112,450 192 REFINISH BRIDGE DECK SQFT 14.0000 17,500.00 0.000 0 193 REMOVE SOUND WALL (LF) LF 40.0000 49,600.00 1,232.000 49,280 194 CORE CONCRETE (1") LF 75.0000 18,000.00 240.000 18,000 195 CORE CONCRETE (4") LF 100.0000 2,600.00 0.000 0 196 BRIDGE REMOVAL, LOCATION A LS 280,000.0000 280,000.00 1.000 280,000 197 BRIDGE REMOVAL, LOCATION B LS 500,000.0000 500,000.00 1.000 500,000 198 BRIDGE REMOVAL, LOCATION C LS 355,000.0000 355,000.00 1.000 355,000 199 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 1.000 90,000 200 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000 201 18" ALTERNATIVE PIPE CULVERT LF 78.0000 55,380.00 580.500 45,279 202 24" ALTERNATIVE PIPE CULVERT LF 85.0000 315,350.00 4,673.200 397,222 203 18" REINFORCED CONCRETE PIPE LF 100.0000 41,000.00 527.000 52,700 204 24" REINFORCED CONCRETE PIPE LF 100.0000 921,000.00 9,127.300 912,730 205 30" REINFORCED CONCRETE PIPE LF 120.0000 255,600.00 2,161.000 259,320 206 36" REINFORCED CONCRETE PIPE LF 170.0000 54,400.00 372.000 63,240 207 DRAINAGE INLET MARKER EA 200.0000 2,000.00 0.000 0 208 36" BITUMINOUS COATED CORRUGATED STEEL LF 440.0000 32,560.00 58.700 25,828 PIPE INLET (.138" THICK) 209 GRATED LINE DRAIN LF 160.0000 92,800.00 518.200 82,912 210 12" BITUMINOUS COATED CORRUGATED STEEL LF 375.0000 24,000.00 75.200 28,200 PIPE RISER (.079" THICK) 211 8" DUCTILE IRON PIPE LF 81.0000 16,200.00 182.730 14,801 PROGRAM CAS145 PAGE 9 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 41,580.00 234.000 31,590 213 24" CONCRETE FLARED END SECTION EA 1,750.0000 8,750.00 1.000 1,750.00 6.000 10,500 214 30" CONCRETE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400 215 18" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600 216 24" ALTERNATIVE FLARED END SECTION EA 780.0000 7,800.00 1.000 780.00 7.000 5,460 217 36" PRECAST CONCRETE PIPE MANHOLE LF 500.0000 16,000.00 26.000 13,000 218 ABANDON CULVERT (LF) LF 16.5000 122,595.00 5,479.000 90,403 219 ABANDON INLET EA 670.0000 42,210.00 53.000 35,510 220 REMOVE ROCK SLOPE PROTECTION CY 18.0000 80,640.00 3,232.000 58,176 221 REMOVE CULVERT (LF) LF 15.5000 35,805.00 1,589.500 24,637 222 REMOVE DOWNDRAIN (EA) EA 1,050.0000 12,600.00 10.000 10,500 223 REMOVE INLET EA 690.0000 31,050.00 34.000 23,460 224 REMOVE HEADWALL EA 625.0000 5,625.00 11.000 6,875 225 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 160.0000 160.00 0.000 0 226 REMOVE FLARED END SECTION (EA) EA 260.0000 1,820.00 2.000 520 227 ADJUST INLET EA 1,150.0000 4,600.00 4.000 4,600 228 ADJUST MANHOLE TO GRADE EA 1,650.0000 6,600.00 4.000 6,600.00 4.000 6,600 229 ADJUST VALVE BOX FRAME AND COVER TO EA 825.0000 2,475.00 3.000 2,475.00 3.000 2,475 GRADE 230 REMOVE CONCRETE (CHANNEL) CY 30.0000 6,600.00 6.000 180 231 CAP INLET EA 1,550.0000 13,950.00 7.000 10,850 232 SAND BACKFILL CY 125.0000 96,250.00 115.700 14,462 233 CONCRETE (DITCH LINING) CY 510.0000 153,000.00 22.000 11,220.00 285.700 145,707 234 SLOPE PAVING (CONCRETE) CY 790.0000 80,580.00 169.000 133,510.00 178.000 140,620 235 ROCK SLOPE PROTECTION CY 52.0000 11,960.00 230.000 11,960 (1T, CLASS VIII, METHOD A) 236 ROCK SLOPE PROTECTION CY 85.0000 311,950.00 4,408.030 374,682 (300 LB, CLASS IV, METHOD B) (CY) 237 ROCK SLOPE PROTECTION CY 105.0000 29,400.00 252.350 26,496 (150 LB, CLASS III, METHOD B) (CY) 238 ROCK SLOPE PROTECTION CY 60.0000 21,600.00 480.000 28,800 (1T, CLASS VIII, METHOD B) PROGRAM CAS145 PAGE 10 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION CY 135.0000 7,155.00 47.300 6,385 (20 LB, CLASS I, METHOD B) (CY) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 18,450.00 5,413.330 16,239 241 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 138,200.00 5,395.000 134,875 242 DETECTABLE WARNING SURFACE SQFT 40.0000 7,600.00 105.000 4,200.00 243.000 9,720 243 MINOR CONCRETE (MISCELLANEOUS CY 615.0000 393,600.00 596.720 366,982 CONSTRUCTION) 244 MINOR CONCRETE (TEXTURED PAVING) CY 360.0000 180,000.00 31.000 11,160.00 479.000 172,440 245 REMOVE CONCRETE (CURB AND GUTTER) LF 2.2500 25,425.00 1,984.000 4,464.00 11,300.000 25,425 246 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 11.0000 41,250.00 3,630.000 39,930 ISLAND) 247 PRE/POST CONSTRUCTION SURVEYS EA 3,000.0000 51,000.00 8.000 24,000.00 8.000 24,000 248 BOOSTER PUMP LS 53,000.0000 53,000.00 0.900 47,700 249 MISCELLANEOUS IRON AND STEEL LB 1.2500 132,120.00 96,119.000 120,148 (F) 250 ISOLATION CASING LB 8.0000 19,032.00 2,379.000 19,032 (F) 251 AUTOMATIC RETRACTABLE SCREEN EA 1,400.0000 35,000.00 25.000 35,000.00 25.000 35,000 252 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 161,355.00 10,757.000 161,355 (F) 253 WELDED WIRE MESH FENCE(TYPE WWM-6) LF 55.0000 48,950.00 445.000 24,475.00 445.000 24,475 254 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,350.00 355.000 5,325 255 TEMPORARY FENCE (TYPE CL-6, WITH PRIVACY LF 19.0000 35,530.00 1,077.000 20,463 SCREEN) 256 CHAIN LINK FENCE (TYPE CL-6) LF 31.0000 160,580.00 3,973.000 123,163 257 5' CHAIN LINK GATE (TYPE CL-6) EA 950.0000 5,700.00 8.000 7,600 258 12' WELDED WIRE MESH GATE (TYPE WWM-6) EA 2,800.0000 8,400.00 0.000 0 259 REMOVE CHAIN LINK FENCE LF 9.0000 43,740.00 4,678.000 42,102 260 REMOVE PAVEMENT MARKER EA 1.0000 30,800.00 12,323.000 12,323 261 DELINEATOR (CLASS 1) EA 60.0000 15,600.00 0.000 0 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 36,000.00 915.000 1,830.00 11,734.000 23,468 263 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 0.000 0 264 REMOVE ROADSIDE SIGN EA 100.0000 21,000.00 39.000 3,900.00 65.000 6,500 265 REMOVE ROADSIDE SIGN EA 75.0000 2,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 11 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 REMOVE ROADSIDE SIGN PANEL EA 75.0000 525.00 0.000 0 267 REMOVE SIGN PANEL EA 200.0000 2,200.00 3.000 600 268 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 11,440.00 374.000 9,724 269 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 63,180.00 2,380.000 61,880 FOR RETROREFLECTIVE SHEETING (TYPE XI) 270 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.0000 1,708.00 0.000 0 271 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,440.00 410.000 4,920.00 728.000 8,736 (0.063"-UNFRAMED) 272 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 5,760.00 289.000 2,601.00 507.000 4,563 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 273 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,760.00 148.000 1,776.00 596.000 7,152 (0.080"-UNFRAMED) 274 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,800.00 128.000 1,280.00 245.000 2,450 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 275 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,780.00 20.000 360.00 130.000 2,340 (0.063"-FRAMED) 276 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,850.00 243.000 3,645.00 334.000 5,010 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 277 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 25.000 450.00 147.000 2,646 (0.080"-FRAMED) 278 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,850.00 107.000 1,605.00 407.000 6,105 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 279 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 21,650.00 828.000 4,140.00 3,937.000 19,685 280 METAL (ROADSIDE SIGN) LB 3.0000 3,900.00 770.000 2,310.00 880.000 2,640 281 METAL (BARRIER MOUNTED SIGN) LB 6.5000 31,720.00 544.000 3,536.00 544.000 3,536 282 ROADSIDE SIGN - ONE POST EA 280.0000 36,400.00 37.000 10,360.00 111.000 31,080 283 ROADSIDE SIGN - TWO POST EA 700.0000 31,500.00 13.000 9,100.00 38.000 26,600 284 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 9,180.00 26.000 4,680.00 48.000 8,640 METHOD) 285 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,250.00 0.000 0 286 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 7,560.00 746.800 6,721 287 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 1,050.00 5.000 750.00 5.000 750 EXISTING POST 288 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0 (LAMINATED WOOD BOX POST) 289 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 1,750.0000 49,000.00 0.000 0 290 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 239,400.00 100.000 4,500.00 5,510.800 247,986 PROGRAM CAS145 PAGE 12 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 204,360.00 546.000 28,392.00 3,755.000 195,260 292 CHAIN LINK RAILING LF 72.0000 34,272.00 476.000 34,272 (F) 293 CHAIN LINK RAILING (TYPE 7) LF 83.0000 98,604.00 1,188.000 98,604 (F) 294 DOUBLE THRIE BEAM BARRIER LF 67.0000 20,770.00 200.000 13,400 295 CABLE RAILING LF 25.0000 137,100.00 5,484.000 137,100 (F) 296 TRANSITION RAILING (TYPE WB-31) EA 3,950.0000 71,100.00 2.000 7,900.00 16.000 63,200 297 END CAP (TYPE TC) EA 225.0000 4,275.00 17.000 3,825 298 END ANCHOR ASSEMBLY (TYPE SFT) EA 870.0000 4,350.00 7.000 6,090 299 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 1,200.00 0.000 0 300 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 94,300.00 18.000 73,800 301 ALTERNATIVE CRASH CUSHION EA 42,000.0000 84,000.00 1.000 42,000 302 CONCRETE BARRIER (TYPE 60M) LF 150.0000 904,500.00 5,553.000 832,950 303 CONCRETE BARRIER (TYPE 60MD) LF 95.0000 313,690.00 2,886.000 274,170 304 CONCRETE BARRIER (TYPE 60MGA) LF 155.0000 34,720.00 228.000 35,340 305 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 79.0000 219,541.00 2,779.000 219,541 306 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 145.0000 44,080.00 304.000 44,080 (F) 307 CONCRETE BARRIER (TYPE 736) LF 74.0000 21,534.00 291.000 21,534 (F) 308 CONCRETE BARRIER (TYPE 736A) LF 77.0000 132,979.00 1,727.000 132,979 (F) 309 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 73.0000 297,183.00 3,325.000 242,725 (F) 310 CONCRETE BARRIER (TYPE 736S) LF 99.0000 43,263.00 440.000 43,560 (F) 311 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 170.0000 6,630.00 49.000 8,330 (F) 312 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 94.0000 44,744.00 476.000 44,744 (F) 313 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 78.0000 51,246.00 1,403.000 109,434 (F) 314 CONCRETE BARRIER (TYPE 736SV) LF 135.0000 167,400.00 731.000 98,685 (F) 315 REMOVE GUARDRAIL LF 9.0000 70,290.00 7,782.000 70,038 316 REMOVE CONCRETE BARRIER LF 18.0000 102,780.00 5,495.000 98,910 317 SALVAGE CRASH CUSHION EA 1,100.0000 2,200.00 2.000 2,200 PROGRAM CAS145 PAGE 13 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 40,400.00 7,566.000 30,264.00 11,382.000 45,528 (ENHANCED WET NIGHT VISIBILITY) 319 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 860.00 511.000 511 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 8,580.00 12,753.000 7,651.80 15,418.000 9,250 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 321 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 101,407.000 50,703.50 101,407.000 50,703 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 322 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 106,200.00 575,793.000 86,368 323 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5000 3,585.00 2,102.000 3,153 324 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 54,740.00 71,106.000 49,774.20 73,096.000 51,167 (ENHANCED WET NIGHT VISIBILITY) 325 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 174.00 300.000 180 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 326 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 12,301.000 11,070.90 14,901.000 13,410 (ENHANCED WET NIGHT VISIBILITY) 327 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,540.00 8,857.000 7,971.30 9,037.000 8,133 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 328 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 25,110.00 25,774.000 23,196.60 25,774.000 23,196 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 329 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 70,750.00 226,637.000 56,659.25 434,923.000 108,730 330 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 61,950.00 184,018.000 64,406 331 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,930.00 4,772.000 7,158.00 7,149.000 10,723 332 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 333 MODIFYING EXISTING ELECTRICAL SYSTEM LS 5,615,000.0000 5,615,000.00 0.005 28,075.00 1.000 5,615,000 334 CLOSED CIRCUIT TELEVISION SYSTEM LS 270,000.0000 270,000.00 0.050 13,500.00 0.980 264,600 PROGRAM CAS145 PAGE 14 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 03:38 PM ESTIMATE NO. 064 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 771,301.95 112,443,495.85 ADJUSTMENT OF COMPENSATION 0.00 3,084,654.55 EXTRA WORK 342,437.07 18,198,813.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,113,739.02 133,726,963.76 335 MOBILIZATION LS 12,900,000.0000 12,900,000.00 1.000 12,900,000 ORIGINAL CONTRACT AMOUNT 129,773,276.00 TOTAL WORK COMPLETED 1,113,739.02 146,626,963.76 MATERIALS ON HAND ON SITE -11,771.78 25,852.06 DEDUCTIONS 0.00 -106,500.00 TOTAL 1,101,967.24 146,546,315.82 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 04/04/19 1240 06/13/19 05/29/19 10/18/24 1120 200 154 0 96% 80% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER