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 02/15/22 EST. NO. 043 TIME 12:34 PM R.E. NAME: ZAMORA, HAROLD 08-0J0704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/15/22 EST. NO. 043 TIME 12:34 PM R.E. NAME: ZAMORA, HAROLD 08-0J0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS 2018 EEO REPORT -10,000.00 008 MISS 2018 EEO REPORT 10,000.00 017 DELINQ FHWA-1391 -10,000.00 020 DELINQ FHWA-1391 10,000.00 029 FHWA 1391 -10,000.00 032 FHWA 1391 10,000.00 040 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCS -5,000.00 002 DELINQUENT DOCS -3,000.00 003 MISSING DOCS 5,000.00 003 MISSING APP CERTS -1,000.00 006 MISSING FBS SEGU -1,000.00 006 MISSING FBS SEGU 1,000.00 008 MISSING PAYROLL DOCS -10,000.00 008 INADEQ. CPR'S 2018 -10,000.00 011 DELINQUENT DOCS 3,000.00 012 M&B-ROBERTSON'S -5,000.00 012 MISSING APP CERTS 1,000.00 012 MISS DOCS -10,000.00 014 MISS/INADEQ PAYROLL -10,000.00 016 INADEQ. CPR'S 2018 10,000.00 019 M&B-ROBERTSON'S 5,000.00 019 MISS DOCS 10,000.00 019 MISS/INADEQ PAYROLL 10,000.00 019 MISSING PAYROLL DOCS 10,000.00 019 DELINQ & INADEQ CPR -10,000.00 020 DELINQ&INADEQ CPR -10,000.00 022 DELINQ & INADEQ CPR -10,000.00 024 DLQ & INQ CPR'S -10,000.00 025 DELINQ & INADEQ CPR 10,000.00 029 JULY 2020 -10,000.00 031 AUGUST 2020 -10,000.00 032 DELINQ&INADEQ CPR 10,000.00 032 DELINQ & INADEQ CPR 10,000.00 033 SEPTEMBER 2020 -10,000.00 033 OCT 2020 -4,000.00 034 DECEMBER 2020 -10,000.00 035 AA DEDUCTION -10,000.00 040 0.00 -64,000.00 TOTAL DEDUCTIONS 0.00 -64,000.00 PROGRAM CAS145 PAGE 1 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 LOCATION SEMI-FINAL ESTIMATE 08-SBD-215-0.0/2.7 ------------------- 08-RIV-215-45.1/45.3 MYERS-RADOS A JOINT VENTURE IN GRAND TERRACE AT BARTON ROAD 12210 MICHIGAN ST, SUITE D INTERCHANGE GRAND TERRACE, CA 92313 FED. AID NO. 04LN-6208(23) RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 986.4100 986.41 1.000 986 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 33,799.5000 33,799.50 1.000 33,799 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,333.3200 4,583,326.00 550.000 4,583,326 004 CONSTRUCTION AREA SIGNS LS 48,109.6500 48,109.65 1.000 48,109 005 TRAFFIC CONTROL SYSTEM LS 777,543.4700 777,543.47 1.000 777,543 006 TYPE II BARRICADE EA 20.6200 1,649.60 45.000 927 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0400 14,624.80 7,307.000 29,520 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 49,350.00 129,390.000 60,813 009 CHANNELIZER (SURFACE MOUNTED) EA 48.1100 22,274.93 404.000 19,436 010 FLASHING BEACON (PORTABLE) EA 1,367.6900 17,779.97 9.000 12,309 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,705.4400 3,410.88 2.000 3,410 012 TEMPORARY SIGNAL AND LIGHTING LS 230,428.8700 230,428.87 1.000 230,428 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 393,965.2600 393,965.26 1.000 393,965 014 TEMPORARY RAILING (TYPE K) LF 22.2300 689,130.00 32,970.000 732,923 015 TEMPORARY CRASH CUSHION MODULE EA 204.8100 90,116.40 301.000 61,647 016 TEMPORARY CRASH CUSHION (ALTERNATIVE EA 4,261.1400 140,617.62 35.000 149,139 INLINE BARRIER) 017 JOB SITE MANAGEMENT LS 23,310.0000 23,310.00 1.000 23,310 018 PREPARE STORM WATER POLLUTION PREVENTION LS 8,767.3700 8,767.37 1.000 8,767 PLAN 019 RAIN EVENT ACTION PLAN EA 562.0100 24,728.44 34.000 19,108 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 562.0100 17,422.31 6.000 3,372 021 STORM WATER ANNUAL REPORT EA 4,383.6800 13,151.04 3.000 13,151 022 MOVE-IN/MOVE-OUT EA 560.6100 2,242.44 4.000 2,242 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.2300 6,670.00 90,982.000 20,925 024 TEMPORARY CHECK DAM LF 4.5700 28,791.00 1,149.500 5,253 025 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0500 21,738.45 56.000 17,642 026 TEMPORARY FIBER ROLL LF 3.8700 89,010.00 27,669.000 107,079 027 TEMPORARY GRAVEL BAG BERM LF 5.9800 11,960.00 2,928.000 17,509 028 TEMPORARY CONSTRUCTION ENTRANCE EA 6,271.2400 50,169.92 14.000 87,797 029 STREET SWEEPING HR 164.8400 131,872.00 962.500 158,658 030 TEMPORARY CONCRETE WASHOUT LS 55,000.5000 55,000.50 1.000 55,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6100 14,335.00 20,314.000 12,391 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.1500 1,755.00 12,080.000 1,812 033 NOISE MONITORING LS 3,330.0000 3,330.00 0.000 0 034 ABANDON SEWER LF 25.7100 55,507.89 1,789.000 45,995 035 REMOVE FENCE LF 3.6200 15,707.18 6,059.500 21,935 036 REMOVE GATE EA 339.7900 679.58 2.000 679 037 REMOVE GUARDRAIL LF 11.8900 9,512.00 803.500 9,553 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 13,677.00 29,766.000 13,990 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.3700 2,928.53 897.000 3,022 040 REMOVE PAVEMENT MARKER EA 1.3500 6,723.00 5,103.000 6,889 041 REMOVE ROADSIDE SIGN (WOOD POST) EA 193.9500 1,163.70 6.000 1,163 042 REMOVE SIGN STRUCTURE (EA) EA 6,054.5000 6,054.50 1.000 6,054 043 REMOVE BRIDGE MOUNTED SIGN EA 3,279.5000 6,559.00 2.000 6,559 044 REMOVE PIPE (LF) LF 33.5800 72,566.38 2,161.000 72,566 045 REMOVE INLET EA 1,508.2900 43,740.41 26.000 39,215 046 REMOVE SEWER MANHOLE EA 4,034.6400 12,103.92 2.000 8,069 047 REMOVE RETAINING WALL (LF) LF 113.6400 256,030.92 2,090.000 237,507 048 REMOVE RETAINING WALL (PORTION) (LF) LF 147.2500 14,725.00 100.000 14,725 049 REMOVE SEWER PIPE LF 131.3700 39,411.00 372.000 48,869 PROGRAM CAS145 PAGE 3 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET MAILBOX EA 466.6400 933.28 2.000 933 051 ADJUST SEWER CLEANOUT TO GRADE EA 777.4200 3,109.68 4.000 3,109 052 ADJUST SEWER MANHOLE EA 1,110.1700 11,101.70 11.000 12,211 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 117,000.00 37,721.000 122,593 054 REMOVE CONCRETE (CY) CY 109.5500 37,137.45 389.940 42,717 055 REMOVE CONCRETE CURB (LF) LF 8.2000 26,707.40 3,464.800 28,411 056 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 13.3200 56,769.84 4,207.098 56,038 057 REMOVE CONCRETE (CURB AND GUTTER) LF 8.8300 27,152.25 4,711.000 41,598 058 REMOVE CONCRETE BARRIER LF 62.5400 56,911.40 910.000 56,911 059 REMOVE SOUND WALL (LF) LF 48.7700 72,667.30 1,410.000 68,765 060 CAP INLET EA 4,568.0600 18,272.24 4.000 18,272 061 SAND BACKFILL CY 237.5100 3,562.65 7.000 1,662 062 BRIDGE REMOVAL LS 410,835.9800 410,835.98 1.000 410,835 063 CLEARING AND GRUBBING (LS) LS 373,050.1100 373,050.11 1.000 373,050 064 DUST PALLIATIVE SQYD 0.3300 58,740.00 36,226.710 11,954 065 ROADWAY EXCAVATION CY 21.4100 4,074,323.00 190,300.000 4,074,323 066 STRUCTURE EXCAVATION (BRIDGE) CY 86.6500 580,555.00 6,700.000 580,555 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 34.8900 372,904.32 10,174.000 354,970 (F) 068 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 59.2100 40,262.80 592.000 35,052 (F) 069 STRUCTURE BACKFILL (BRIDGE) CY 103.8300 351,983.70 3,390.000 351,983 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 28.3100 225,007.88 7,490.000 212,041 (F) 071 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 194.8300 31,172.80 138.000 26,886 (F) 072 PERVIOUS BACKFILL MATERIAL (RETAINING CY 89.4100 33,260.52 350.000 31,293 (F) WALL) 073 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 196.6400 129,782.40 542.500 106,677 (F) 074 LEAN CONCRETE BACKFILL CY 225.4500 20,290.50 84.000 18,937 (F) 075 ROADSIDE CLEARING LS 11,798.5600 11,798.56 1.000 11,798 076 ROCK BLANKET SQFT 12.6500 763,680.50 70,041.000 886,018 PROGRAM CAS145 PAGE 4 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BOULDERS "A" EA 471.9400 16,045.96 34.000 16,045 078 BOULDERS "B" EA 393.2900 11,798.70 32.000 12,585 079 BOULDERS "C" EA 320.2500 13,450.50 42.000 13,450 080 BOULDERS "D" EA 123.6000 14,090.40 114.000 14,090 081 STONE MOUNTAIN MONUMENT EA 44,946.8900 134,840.67 3.000 134,840 082 SOIL AMENDMENT CY 44.9500 1,483.35 33.000 1,483 083 SLOW-RELEASE FERTILIZER LB 3.3700 818.91 243.000 818 084 PLANT (GROUP B) EA 33.7100 24,102.65 440.000 14,832.40 468.000 15,776 085 PLANT (GROUP U) EA 140.4600 1,825.98 7.000 983 086 PLANT ESTABLISHMENT WORK LS 50,565.2500 50,565.25 1.000 50,565 087 GRAVEL MULCH (1"-3")(TYPE 1) SQFT 2.2800 671,938.80 262,258.000 597,948 088 GRAVEL MULCH (3"-6")(TYPE 2) SQFT 4.6700 380,138.00 95,890.000 447,806 089 GRAVEL MULCH (3"-6")(TYPE 3) SQFT 5.1000 282,234.00 64,422.000 328,552 090 WOOD MULCH CY 73.0400 81,220.48 1,113.000 81,293 091 EDGING LF 7.8700 72,954.90 8,470.000 66,658 092 CONTROL AND NEUTRAL CONDUCTORS LS 33,710.1700 33,710.17 1.000 33,710 (ARMOR-CLAD) 093 1" REMOTE CONTROL VALVE EA 449.4700 449.47 1.000 449 094 1 1/2" REMOTE CONTROL VALVE EA 505.6500 8,090.40 18.000 9,101 095 16-18 STATION IRRIGATION CONTROLLER EA 8,427.5400 25,282.62 4.000 33,710 (WALL MOUNTED) 096 IRRIGATION CONTROLLER ENCLOSURE EA 5,618.3600 16,855.08 4.000 22,473 CABINET 097 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 4,494.6900 26,968.14 4.000 17,978 098 RISER SPRINKLER ASSEMBLY EA 28.0900 20,927.05 745.000 20,927 099 1 1/2" GATE VALVE EA 533.7400 5,337.40 11.000 5,871 100 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.3700 10,514.40 3,190.000 10,750 (F) LINE) 101 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7800 10,611.60 2,220.000 10,611 (F) (SUPPLY LINE) 102 2" PLASTIC PIPE (SCHEDULE 40) LF 4.7800 19,645.80 4,110.000 19,645 (F) (SUPPLY LINE) 103 1-1/2" BALL VALVE EA 505.6500 6,067.80 12.000 6,067 PROGRAM CAS145 PAGE 5 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 LED BAR LIGHTING ASSEMBLY EA 4,972.4100 14,917.23 3.000 14,917 105 6" CORRUGATED STEEL PIPE CONDUIT LF 101.1300 31,350.30 277.000 28,013 (.064" THICK) 106 10" CORRUGATED STEEL PIPE CONDUIT LF 56.1800 76,404.80 1,611.000 90,505 (.064" THICK) 107 HYDROSEED SQFT 0.1000 19,000.00 240,650.000 24,065 108 COMPOST SQFT 0.3200 60,800.00 240,000.000 76,800 109 CLASS 2 AGGREGATE SUBBASE CY 47.3700 171,953.10 3,519.670 166,726 110 CLASS 2 AGGREGATE BASE (CY) CY 38.5800 590,274.00 12,094.700 466,613 111 PRIME COAT TON 1,170.9800 85,481.54 0.000 0 112 HOT MIX ASPHALT (TYPE A) TON 97.7800 2,971,534.20 30,826.400 3,014,205 113 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.1300 289,835.30 2,073.850 332,085 114 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2900 80.15 0.000 0 115 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2900 87.02 285.000 652 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2900 9,824.10 4,745.000 10,866 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2900 746.54 974.070 2,230 118 PLACE HOT MIX ASPHALT SQYD 72.1100 37,497.20 643.580 46,408 (MISCELLANEOUS AREA) 119 TACK COAT TON 988.2300 37,552.74 39.890 39,420 120 JOINTED PLAIN CONCRETE PAVEMENT CY 329.1500 2,114,788.75 6,549.930 2,155,909 121 JOINT SEAL (PREFORMED COMPRESSION) LF 6.2400 87,041.76 20,652.000 128,868 122 ISOLATION JOINT SEAL (SILICONE) LF 6.9000 9,591.00 931.000 6,423 123 TEMPORARY SUPPORT LS 50,605.8200 50,605.82 1.000 50,605 124 STEEL SOLDIER PILE (HP 14 X 117) LF 79.6100 342,323.00 3,550.000 282,615 125 30" DRILLED HOLE LF 58.9900 240,679.20 3,359.000 198,147 126 16" CAST-IN-DRILLED-HOLE CONCRETE LF 266.1400 76,116.04 286.000 76,116 PILING (SOUND WALL) 127 60" CAST-IN-DRILLED-HOLE CONCRETE LF 927.1200 69,534.00 75.000 69,534 PILE (SIGN FOUNDATION) 128 PRESTRESSING CAST-IN-PLACE CONCRETE LS 238,546.6800 238,546.68 1.000 238,546 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 343.5600 322,946.40 940.000 322,946 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 906.8100 2,865,519.60 3,160.000 2,865,519 (F) PROGRAM CAS145 PAGE 6 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE CY 739.3100 820,634.10 1,110.000 820,634 (F) (POLYMER FIBER) 132 STRUCTURAL CONCRETE, RETAINING WALL CY 553.9600 1,781,535.36 2,990.000 1,656,340 (F) 133 STRUCTURAL CONCRETE,SOLDIER PILE WALL CY 700.8300 329,390.10 406.000 284,536 (F) 134 STRUCTURAL CONCRETE, APPROACH SLAB CY 799.0000 243,695.00 305.000 243,695 (F) (TYPE N) 135 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,801.7900 545,942.37 312.600 563,239 136 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 2,970.9300 41,593.02 14.000 41,593 137 MINOR CONCRETE (BACKFILL) CY 110.2500 9,481.50 8.700 959 138 MINOR CONCRETE (WALL) CY 591.3600 25,428.48 55.850 33,027 139 ARCHITECTURAL TEXTURE (FRACTURED RIB SQFT 40.5400 333,036.10 8,215.000 333,036 (F) WITH RIBBON AND MOUNTAIN MOTIF TEXTURE 140 ARCHITECTURAL TEXTURE SQFT 35.3200 36,697.48 1,039.000 36,697 (F) (SLUMPSTONE RETAINING WALL) 141 ARCHITECTURAL TEXTURE SQFT 26.2100 91,735.00 3,500.000 91,735 (F) (SPLIT FACE RUNNING BOND) 142 FRACTURED RIB TEXTURE SQFT 32.6400 322,776.96 9,889.000 322,776 (F) 143 WALL GRAPHICS LS 99,900.0000 99,900.00 1.000 99,900 144 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 470.6100 112,946.40 240.000 112,946 145 BAR REINFORCING STEEL (BRIDGE) LB 1.0100 1,300,880.00 1,288,000.000 1,300,880 (F) 146 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9600 372,600.00 367,126.000 352,440 (F) 147 BAR REINFORCING STEEL LB 1.6900 111,202.00 56,418.000 95,346 (F) (SOLDIER PILE WALL) 148 BAR REINFORCING STEEL (BOX CULVERT) LB 1.4400 3,744.00 2,600.000 3,744 149 BAR REINFORCING STEEL (GALVANIZED) LB 1.8000 7,560.00 4,200.000 7,560 (F) 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.1300 44,533.98 6,246.000 44,533 WITH WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5400 9,618.84 6,246.000 9,618 WITH WALKWAY) 152 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0800 333,319.12 65,614.000 333,319 153 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 9,842.10 65,614.000 9,842 154 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.9100 32,319.00 900.000 32,319 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.1400 11,120.46 689.000 11,120 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.3400 15,866.10 915.000 15,866 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.1900 5,638.00 200.000 5,638 (0.080"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 METAL (ROADSIDE SIGN) LB 2.7800 5,004.00 1,822.500 5,066 159 ROADSIDE SIGN - ONE POST EA 278.0000 35,028.00 126.000 35,028 160 ROADSIDE SIGN - TWO POST EA 890.8900 4,454.45 6.000 5,345 161 TIMBER LAGGING MFBM 6,328.6700 189,860.10 28.000 177,202 (F) 162 MASONARY BLOCK PILASTER EA 1,346.8800 14,815.68 14.000 18,856 163 SOUND WALL (MASONRY BLOCK) SQFT 22.4900 394,744.48 16,636.000 374,143 (F) 164 CLEAN AND PAINT STEEL SOLDIER PILING LS 49,148.3500 49,148.35 0.830 40,793 165 PREPARE AND STAIN CONCRETE SQFT 6.5500 245,317.15 36,916.000 241,799 (F) 166 FIELD LEAKAGE TESTING LF 26.3800 11,369.78 0.000 0 167 18" ALTERNATIVE SLOTTED PIPE LF 104.2200 92,651.58 599.000 62,427 168 12" ALTERNATIVE PIPE CULVERT LF 65.0200 41,157.66 262.000 17,035 169 18" ALTERNATIVE PIPE CULVERT LF 85.2300 377,227.98 4,714.000 401,774 170 24" ALTERNATIVE PIPE CULVERT LF 106.6200 49,578.30 409.000 43,607 171 24" REINFORCED CONCRETE PIPE LF 169.0000 44,278.00 232.000 39,208 172 36" REINFORCED CONCRETE PIPE LF 464.0100 10,208.22 22.000 10,208 173 42" REINFORCED CONCRETE PIPE LF 401.8000 124,959.80 311.000 124,959 174 48" CORRUGATED STEEL PIPE (.064" THICK) LF 3,106.2318 6,833.71 2.200 6,833 175 DRAINAGE INLET MARKER EA 199.8000 5,194.80 25.000 4,995 176 WELDED STEEL PIPE CASING (BRIDGE) LF 311.7900 26,190.36 84.000 26,190 177 18" ALTERNATIVE FLARED END SECTION EA 895.2600 2,685.78 3.000 2,685 178 SLOPE PAVING (COBBLESTONE) SQFT 31.2900 98,250.60 3,140.000 98,250 (F) 179 ROCK SLOPE PROTECTION CY 425.8500 7,665.30 27.000 11,497 (1/4 T, CLASS V, METHOD B) (CY) 180 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 27.9300 1,340.64 72.000 2,010 181 MINOR CONCRETE (GUTTER) (LF) LF 57.5400 26,583.48 462.000 26,583 (F) 182 DETECTABLE WARNING SURFACE SQFT 55.9900 55,094.16 1,104.000 61,812 183 MINOR CONCRETE (CURB AND GUTTER) CY 494.7600 371,564.76 727.610 359,992 184 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 16.8000 9,072.00 0.000 0 CONCRETE) PROGRAM CAS145 PAGE 8 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (DRIVEWAY) CY 561.3100 117,313.79 265.450 148,999 186 MINOR CONCRETE (CURB, SIDEWALK AND CY 563.4900 391,062.06 843.100 475,078 CURB RAMP) 187 MISCELLANEOUS IRON AND STEEL LB 3.0300 85,179.36 26,058.000 78,955 188 36" REINFORCED CONCRETE PIPE RISER LF 464.6400 3,717.12 8.000 3,717 189 36" TO 24" MANHOLE PIPE REDUCER EA 436.2600 1,308.78 3.000 1,308 190 MISCELLANEOUS METAL (BRIDGE) LB 11.0800 16,066.00 1,450.000 16,066 (F) 191 SIGNAL AND LIGHTING LS 203,747.6400 203,747.64 1.000 203,747 (CITY STREET LOCATION 1) 192 SIGNAL AND LIGHTING LS 230,428.8700 230,428.87 1.000 230,428 (CITY STREET LOCATION 2) 193 LIGHTING SYSTEM (CITY STREET BRIDGE) LS 215,875.4800 215,875.48 1.000 215,875 194 REMOVE SEWER CLEANOUT EA 614.9000 1,229.80 1.000 614 195 REMOVE SEWER MANHOLE EA 3,985.6100 19,928.05 6.000 23,913 196 ABANDON SEWER LATERAL LF 117.1000 32,553.80 262.000 30,680 197 PLUG SEWER LATERAL EA 264.5300 1,322.65 3.000 793 198 8" VCP SANITARY SEWER PIPE LF 109.5500 31,988.60 279.000 30,564 199 6" PVC SANITARY SEWER PIPE LF 102.1100 28,692.91 251.000 25,629 200 SEWER CONNECTION EA 718.7700 2,875.08 3.000 2,156 201 SEWER CLEANOUT EA 2,002.5000 12,015.00 9.000 18,022 202 SANITARY SEWER MANHOLE (48") EA 5,482.0600 5,482.06 1.000 5,482 203 SANITARY SEWER MANHOLE (DROPOVER) EA 8,445.0200 25,335.06 3.000 25,335 204 FRAME AND COVER (30") EA 1,720.9200 6,883.68 3.000 5,162 205 ELSINORE WATER RELOCATION LS 99,984.5900 99,984.59 1.000 99,984 206 8" CEMENT MORTAR LINED STEEL PIPE LF 136.3100 109,048.00 769.000 104,822 (12 GAUGE) 207 14" STEEL SLEEVE (1/4" THICK) LF 240.5000 274,170.00 1,118.000 268,879 208 14" PLASTIC PIPE (SCHEDULE 80) LF 114.3400 56,941.32 498.000 56,941 209 ANTI GRAFFITI COATING AND GRAFFITI LS 85,581.0000 85,581.00 1.000 85,581 REMOVAL 210 ORNAMENTAL RAILIMG LF 152.9100 22,936.50 160.000 24,465 211 TEMPORARY FENCE (TYPE CL-6) LF 8.4900 35,318.40 5,232.000 44,419 PROGRAM CAS145 PAGE 9 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK FENCE (TYPE CL-4) LF 50.9700 5,351.85 105.000 5,351 213 CHAIN LINK FENCE (TYPE CL-6) LF 20.9500 98,465.00 4,072.850 85,326 214 ORNAMENTAL FENCE LF 147.2400 85,988.16 456.000 67,141 215 4' CHAIN LINK GATE (TYPE CL-6) EA 1,121.3100 1,121.31 1.000 1,121 216 12' CHAIN LINK GATE (TYPE CL-6) EA 1,670.6300 5,011.89 4.000 6,682 217 24' CHAIN LINK GATE (TYPE CL-6) EA 2,038.7400 6,116.22 1.000 2,038 218 TEMPORARY PRIVACY SCREEN LF 4.5300 4,077.00 1,326.000 6,006 219 SURVEY MONUMENT (TYPE D) EA 1,498.5000 40,459.50 0.000 0 220 DELINEATOR (CLASS 1) EA 59.9400 5,574.42 93.000 5,574 221 GUARD RAILING DELINEATOR EA 27.7500 888.00 150.000 4,162 222 OBJECT MARKER EA 99.9000 3,196.80 32.000 3,196 223 RELOCATE ROADSIDE SIGN EA 646.5100 1,939.53 2.000 1,293 224 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 649.3500 12,987.00 20.000 12,987 225 MIDWEST GUARDRAIL SYSTEM LF 42.1900 62,019.30 1,475.000 62,230 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.5300 50,428.65 1,309.600 93,675 227 CHAIN LINK RAILING (TYPE 7) LF 87.2100 68,983.11 791.000 68,983 (F) 228 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 164.2300 151,912.75 925.000 151,912 (F) 229 HANDRAILING LF 124.5900 4,609.83 37.000 4,609 230 CABLE RAILING LF 60.5400 37,050.48 462.000 27,969 (F) 231 TRANSITION RAILING (TYPE WB-31) EA 4,134.1100 20,670.55 4.000 16,536 232 END CAP (TYPE A) EA 228.7900 915.16 1.000 228 233 END ANCHOR ASSEMBLY (TYPE SFT) EA 962.7400 3,850.96 5.000 4,813 234 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,341.2600 23,388.82 7.000 23,388 235 CONCRETE BARRIER (TYPE 60F) LF 434.0600 111,987.48 249.000 108,080 236 CONCRETE BARRIER (TYPE 60) LF 223.6900 55,027.74 246.000 55,027 237 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 83.0100 168,593.31 1,737.000 144,188 (F) 238 CONCRETE BARRIER (TYPE 736A)(MODIFIED) LF 89.0700 131,912.67 1,481.000 131,912 (F) PROGRAM CAS145 PAGE 10 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 380.7100 421,826.68 1,108.000 421,826 (F) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 13,393.35 2,089.000 2,820 241 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0400 32,926.00 8,437.000 34,085 242 THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 15,091.70 14,176.000 6,662 (SPRAYABLE) 243 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 11,407.50 20,139.000 10,875 (ENHANCED WET NIGHT VISIBILITY) 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 17,150.13 65,497.000 53,052 (ENHANCED WET NIGHT VISIBILITY) 245 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6800 24,141.60 21,525.000 36,162 (ENHANCED WET NIGHT VISIBILITY) 246 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3500 3,915.00 0.000 0 247 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 8,510.40 3,962.000 10,697 248 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 36,383.5000 36,383.50 1.000 36,383 SYSTEM ELEMENTS DURING CONSTRUCTION 249 ELECTRIC SERVICE FOR IRRIGATION LS 9,459.7100 9,459.71 1.000 9,459 250 LIGHTING SYSTEM LS 460,857.7500 460,857.75 1.000 460,857 251 CLOSED CIRCUIT TELEVISION SYSTEM LS 23,042.8900 23,042.89 1.000 23,042 252 FIBER OPTIC COMMUNICATION SYSTEM LS 521,496.9300 521,496.93 1.000 521,496 253 SIGNAL AND LIGHTING SYSTEM LS 206,173.2100 206,173.21 1.000 206,173 254 RAMP METERING SYSTEM LS 196,470.9300 196,470.93 1.000 196,470 255 INTERCONNECTION CONDUIT AND CABLE (LS) LS 19,404.5300 19,404.53 1.000 19,404 256 TEMPORARY LIGHTING SYSTEM LS 194,045.3700 194,045.37 1.000 194,045 257 REMOVING EXISTING ELECTRICAL SYSTEM LS 72,767.0200 72,767.02 1.000 72,767 258 WATER METER CHARGES LS 130,801.0700 130,801.07 0.347 45,387 259 TUBULAR HANDRAILING LF 90.6100 16,309.80 180.000 16,309 (F) 260 LIGHTING (CITY STREET) LS 63,162.0000 63,162.00 1.000 63,162 PROGRAM CAS145 PAGE 11 DATE 02/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 12:34 PM ESTIMATE NO. 043 BID OPENING 08/24/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/21 R.E. NAME: ZAMORA, HAROLD DATE OF THIS ESTIMATE 02/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,832.40 43,676,519.70 ADJUSTMENT OF COMPENSATION 0.00 -8,315.89 EXTRA WORK 0.00 1,413,056.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,832.40 45,081,259.94 261 MOBILIZATION LS 3,444,601.0800 3,444,601.08 1.000 3,444,601 ORIGINAL CONTRACT AMOUNT 47,400,594.88 TOTAL WORK COMPLETED 14,832.40 48,525,861.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -64,000.00 TOTAL 14,832.40 48,461,861.02 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 11/06/17 550 01/02/18 01/31/18 06/23/21 546 116 6 0 100% 100% ZAMORA, HAROLD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/15/22