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 05/23/19 EST. NO. 017 TIME 01:48 PM R.E. NAME: ALIPANAH FRED 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 --------------------------------------------------------------------------- 001 0082 208.41 E.W. @ F.A.(+) 021119 N 0267.0 0083 6,306.30 021219 N 0283.0 0084 216.86 022219 N 0284.0 0085 1,771.71 031819 N 0286.0 0086 252.73 032119 N 0304.0 0087 236.00 040419 N 0305.0 0088 528.19 040519 N 0306.0 0089 1,070.86 040819 N 0307.0 0090 458.75 040819 N 0308.0 0091 169.97 040919 N 0309.0 0092 97.13 041519 N 0310.0 0093 194.26 041619 N 0311.0 0094 1,287.00 051418 N 0312.0 0095 2,640.00 050718 N 0313.0 0096 7,119.96 031819 N 0297.0 003 0001 2,426.41 E.W. @ F.A.(+) 021318 N 0314.0 0002 2,358.07 050818 N 0315.0 005 0009 113.25 E.W. @ F.A.(+) 032019 N 0316.0 0010 3,287.36 111318 N 0319.0 0011 608.54 030819 N 0319.1 0012 2,124.35 012919 N 0321.0 0013 445.42 020719 N 0322.0 006 0041 9,664.22 E.W. @ F.A.(+) 021419 N 0277.0 0042 2,376.23 061818 N 0278.0 0043 84.24 022719 N 0287.0 0044 311.96 022719 N 0288.0 0045 223.44 030419 N 0289.0 0046 316.87 030519 N 0290.0 0047 121.17 031119 N 0291.0 0048 337.60 031219 N 0292.0 0049 218.63 031819 N 0293.0 0050 228.49 032719 N 0323.0 0051 83.49 040819 N 0324.0 0052 279.03 041819 N 0325.0 007 0026 355.73 E.W. @ F.A.(+) 022619 N 0279.0 0027 1,635.11 022719 N 0294.0 0028 111.72 030419 N 0295.0 0029 7,826.09 030719 N 0296.0 0030 202.62 031219 N 0298.0 0031 1,252.97 031219 N 0299.0 0032 278.16 031919 N 0300.0 009 0034 2,498.51 E.W. @ F.A.(+) 032819 N 0326.0 0035 3,090.54 040219 N 0327.0 65,418.35 TOTAL THIS ESTIMATE 481,406.75 TOTAL PREVIOUS ESTIMATE 546,825.10 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 05/23/19 EST. NO. 017 TIME 01:48 PM R.E. NAME: ALIPANAH FRED 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 10,000.00 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 0.00 -45,000.00 TOTAL DEDUCTIONS 10,000.00 -45,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 LOCATION PROGRESS 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 0.750 25,349 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,333.3200 4,583,326.00 19.000 158,333.08 303.000 2,524,995 004 CONSTRUCTION AREA SIGNS LS 48,109.6500 48,109.65 0.013 625.43 0.620 29,827 005 TRAFFIC CONTROL SYSTEM LS 777,543.4700 777,543.47 0.035 27,214.02 0.551 428,426 006 TYPE II BARRICADE EA 20.6200 1,649.60 31.000 639 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0400 14,624.80 3,804.000 15,368 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 49,350.00 104,695.000 49,206 009 CHANNELIZER (SURFACE MOUNTED) EA 48.1100 22,274.93 384.000 18,474 010 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 0.840 193,560 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 393,965.2600 393,965.26 0.035 13,788.78 0.551 217,074 014 TEMPORARY RAILING (TYPE K) LF 22.2300 689,130.00 28,415.000 631,665 015 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 26.000 110,789 INLINE BARRIER) 017 JOB SITE MANAGEMENT LS 23,310.0000 23,310.00 0.035 815.85 0.551 12,843 018 PREPARE STORM WATER POLLUTION PREVENTION LS 8,767.3700 8,767.37 0.600 5,260 PLAN 019 RAIN EVENT ACTION PLAN EA 562.0100 24,728.44 18.000 10,116 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 562.0100 17,422.31 5.000 2,810 021 STORM WATER ANNUAL REPORT EA 4,383.6800 13,151.04 1.000 4,383 022 MOVE-IN/MOVE-OUT EA 560.6100 2,242.44 3.000 1,681 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,982.000 8,045 024 TEMPORARY CHECK DAM LF 4.5700 28,791.00 826.500 3,777 025 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0500 21,738.45 50.000 15,752 026 TEMPORARY FIBER ROLL LF 3.8700 89,010.00 26,806.000 103,739 027 TEMPORARY GRAVEL BAG BERM LF 5.9800 11,960.00 1,212.000 7,247 028 TEMPORARY CONSTRUCTION ENTRANCE EA 6,271.2400 50,169.92 14.000 87,797 029 STREET SWEEPING HR 164.8400 131,872.00 20.500 3,379.22 874.500 144,152 030 TEMPORARY CONCRETE WASHOUT LS 55,000.5000 55,000.50 0.035 1,925.02 0.551 30,305 031 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 0.000 0 033 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 5,909.500 21,392 036 REMOVE GATE EA 339.7900 679.58 1.000 339 037 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 3,449.000 4,656 041 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 1,337.650 44,918 045 REMOVE INLET EA 1,508.2900 43,740.41 2.000 3,016.58 17.000 25,640 046 REMOVE SEWER MANHOLE EA 4,034.6400 12,103.92 1.000 4,034 047 REMOVE RETAINING WALL (LF) LF 113.6400 256,030.92 2,011.000 228,530 048 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 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 466 051 ADJUST SEWER CLEANOUT TO GRADE EA 777.4200 3,109.68 0.000 0 052 ADJUST SEWER MANHOLE EA 1,110.1700 11,101.70 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 117,000.00 0.000 0 054 REMOVE CONCRETE (CY) CY 109.5500 37,137.45 358.470 39,270 055 REMOVE CONCRETE CURB (LF) LF 8.2000 26,707.40 63.000 516.60 2,836.800 23,261 056 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 13.3200 56,769.84 2,444.790 32,564 057 REMOVE CONCRETE (CURB AND GUTTER) LF 8.8300 27,152.25 3,407.000 30,083 058 REMOVE CONCRETE BARRIER LF 62.5400 56,911.40 910.000 56,911 059 REMOVE SOUND WALL (LF) LF 48.7700 72,667.30 1,352.000 65,937 060 CAP INLET EA 4,568.0600 18,272.24 2.000 9,136 061 SAND BACKFILL CY 237.5100 3,562.65 0.000 0 062 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 0.950 354,397 064 DUST PALLIATIVE SQYD 0.3300 58,740.00 0.000 0 065 ROADWAY EXCAVATION CY 21.4100 4,074,323.00 8,038.400 172,102.14 175,555.080 3,758,634 066 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 9,023.000 314,812 (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 351,983.70 200.000 20,766.00 2,233.500 231,904 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 28.3100 225,007.88 100.000 2,831.00 5,364.000 151,854 (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 33,260.52 287.000 25,660 (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 0.000 0 076 ROCK BLANKET SQFT 12.6500 763,680.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 BOULDERS "B" EA 393.2900 11,798.70 0.000 0 079 BOULDERS "C" EA 320.2500 13,450.50 0.000 0 080 BOULDERS "D" EA 123.6000 14,090.40 0.000 0 081 STONE MOUNTAIN MONUMENT EA 44,946.8900 134,840.67 0.000 0 082 SOIL AMENDMENT CY 44.9500 1,483.35 0.000 0 083 SLOW-RELEASE FERTILIZER LB 3.3700 818.91 0.000 0 084 PLANT (GROUP B) EA 33.7100 24,102.65 0.000 0 085 PLANT (GROUP U) EA 140.4600 1,825.98 0.000 0 086 PLANT ESTABLISHMENT WORK LS 50,565.2500 50,565.25 0.000 0 087 GRAVEL MULCH (1"-3")(TYPE 1) SQFT 2.2800 671,938.80 0.000 0 088 GRAVEL MULCH (3"-6")(TYPE 2) SQFT 4.6700 380,138.00 0.000 0 089 GRAVEL MULCH (3"-6")(TYPE 3) SQFT 5.1000 282,234.00 0.000 0 090 WOOD MULCH CY 73.0400 81,220.48 0.000 0 091 EDGING LF 7.8700 72,954.90 0.000 0 092 CONTROL AND NEUTRAL CONDUCTORS LS 33,710.1700 33,710.17 0.000 0 (ARMOR-CLAD) 093 1" REMOTE CONTROL VALVE EA 449.4700 449.47 0.000 0 094 1 1/2" REMOTE CONTROL VALVE EA 505.6500 8,090.40 0.000 0 095 16-18 STATION IRRIGATION CONTROLLER EA 8,427.5400 25,282.62 0.000 0 (WALL MOUNTED) 096 IRRIGATION CONTROLLER ENCLOSURE EA 5,618.3600 16,855.08 0.000 0 CABINET 097 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 4,494.6900 26,968.14 0.000 0 098 RISER SPRINKLER ASSEMBLY EA 28.0900 20,927.05 0.000 0 099 1 1/2" GATE VALVE EA 533.7400 5,337.40 0.000 0 100 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.3700 10,514.40 57.000 192 (F) LINE) 101 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7800 10,611.60 36.000 172 (F) (SUPPLY LINE) 102 2" PLASTIC PIPE (SCHEDULE 40) LF 4.7800 19,645.80 396.000 1,892.88 1,400.000 6,692 (F) (SUPPLY LINE) 103 1-1/2" BALL VALVE EA 505.6500 6,067.80 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 6" CORRUGATED STEEL PIPE CONDUIT LF 101.1300 31,350.30 107.000 10,820 (.064" THICK) 106 10" CORRUGATED STEEL PIPE CONDUIT LF 56.1800 76,404.80 366.000 20,561.88 1,443.000 81,067 (.064" THICK) 107 HYDROSEED SQFT 0.1000 19,000.00 0.000 0 108 COMPOST SQFT 0.3200 60,800.00 0.000 0 109 CLASS 2 AGGREGATE SUBBASE CY 47.3700 171,953.10 1,071.220 50,743.69 3,257.410 154,303 110 CLASS 2 AGGREGATE BASE (CY) CY 38.5800 590,274.00 1,190.040 45,911.74 6,281.160 242,327 111 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 1,459.960 142,754.89 15,756.390 1,540,659 113 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.1300 289,835.30 0.000 0 114 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 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2900 9,824.10 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2900 746.54 0.000 0 118 PLACE HOT MIX ASPHALT SQYD 72.1100 37,497.20 0.000 0 (MISCELLANEOUS AREA) 119 TACK COAT TON 988.2300 37,552.74 0.650 642 120 JOINTED PLAIN CONCRETE PAVEMENT CY 329.1500 2,114,788.75 3,620.400 1,191,654 121 JOINT SEAL (PREFORMED COMPRESSION) LF 6.2400 87,041.76 0.000 0 122 ISOLATION JOINT SEAL (SILICONE) LF 6.9000 9,591.00 0.000 0 123 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 0.500 119,273 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 343.5600 322,946.40 138.000 47,411.28 940.000 322,946 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 906.8100 2,865,519.60 280.000 253,906.80 2,280.000 2,067,526 (F) PROGRAM CAS145 PAGE 6 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 820,634.10 575.000 425,103 (F) (POLYMER FIBER) 132 STRUCTURAL CONCRETE, RETAINING WALL CY 553.9600 1,781,535.36 140.000 77,554.40 2,358.000 1,306,237 (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 243,695.00 163.000 130,237 (F) (TYPE N) 135 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,801.7900 545,942.37 192.000 345,943 136 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 2,970.9300 41,593.02 8.000 23,767 137 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 1,566.500 63,505.91 8,215.000 333,036 (F) WITH RIBBON AND MOUNTAIN MOTIF TEXTURE 140 ARCHITECTURAL TEXTURE SQFT 35.3200 36,697.48 32.000 1,130 (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 322,776.96 400.000 13,056.00 8,600.000 280,704 (F) 143 WALL GRAPHICS LS 99,900.0000 99,900.00 0.500 49,950 144 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 470.6100 112,946.40 120.000 56,473 145 BAR REINFORCING STEEL (BRIDGE) LB 1.0100 1,300,880.00 23,888.000 24,126.88 966,000.000 975,660 (F) 146 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9600 372,600.00 337,641.000 324,135 (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 0.000 0 149 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 0.000 0 WITH WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5400 9,618.84 0.000 0 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 32,319.00 660.000 23,700 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.1400 11,120.46 0.000 0 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.3400 15,866.10 0.000 0 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.1900 5,638.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 ROADSIDE SIGN - ONE POST EA 278.0000 35,028.00 0.000 0 160 ROADSIDE SIGN - TWO POST EA 890.8900 4,454.45 0.000 0 161 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 16,126.000 362,673 (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 8,530.000 55,871 (F) 166 FIELD LEAKAGE TESTING LF 26.3800 11,369.78 0.000 0 167 18" ALTERNATIVE SLOTTED PIPE LF 104.2200 92,651.58 299.000 31,161 168 12" ALTERNATIVE PIPE CULVERT LF 65.0200 41,157.66 13.500 877 169 18" ALTERNATIVE PIPE CULVERT LF 85.2300 377,227.98 736.000 62,729.28 3,602.000 306,998 170 24" ALTERNATIVE PIPE CULVERT LF 106.6200 49,578.30 0.000 0 171 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 0.000 0 175 DRAINAGE INLET MARKER EA 199.8000 5,194.80 0.000 0 176 WELDED STEEL PIPE CASING (BRIDGE) LF 311.7900 26,190.36 0.000 0 177 18" ALTERNATIVE FLARED END SECTION EA 895.2600 2,685.78 0.000 0 178 SLOPE PAVING (COBBLESTONE) SQFT 31.2900 98,250.60 0.000 0 (F) 179 ROCK SLOPE PROTECTION CY 425.8500 7,665.30 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 180 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 27.9300 1,340.64 0.000 0 181 MINOR CONCRETE (GUTTER) (LF) LF 57.5400 26,583.48 0.000 0 (F) 182 DETECTABLE WARNING SURFACE SQFT 55.9900 55,094.16 400.500 22,424 183 MINOR CONCRETE (CURB AND GUTTER) CY 494.7600 371,564.76 37.790 18,696.98 450.470 222,874 184 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 16.8000 9,072.00 0.000 0 CONCRETE) PROGRAM CAS145 PAGE 8 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 117,313.79 166.430 93,418 186 MINOR CONCRETE (CURB, SIDEWALK AND CY 563.4900 391,062.06 29.610 16,684.94 466.630 262,941 CURB RAMP) 187 MISCELLANEOUS IRON AND STEEL LB 3.0300 85,179.36 11,447.000 34,684 188 36" REINFORCED CONCRETE PIPE RISER LF 464.6400 3,717.12 3.000 1,393 189 36" TO 24" MANHOLE PIPE REDUCER EA 436.2600 1,308.78 2.000 872 190 MISCELLANEOUS METAL (BRIDGE) LB 11.0800 16,066.00 725.000 8,033 (F) 191 SIGNAL AND LIGHTING LS 203,747.6400 203,747.64 0.280 57,049 (CITY STREET LOCATION 1) 192 SIGNAL AND LIGHTING LS 230,428.8700 230,428.87 0.050 11,521.44 1.000 230,428 (CITY STREET LOCATION 2) 193 LIGHTING SYSTEM (CITY STREET BRIDGE) LS 215,875.4800 215,875.48 0.560 120,890 194 REMOVE SEWER CLEANOUT EA 614.9000 1,229.80 0.000 0 195 REMOVE SEWER MANHOLE EA 3,985.6100 19,928.05 6.000 23,913 196 ABANDON SEWER LATERAL LF 117.1000 32,553.80 74.000 8,665 197 PLUG SEWER LATERAL EA 264.5300 1,322.65 1.000 264 198 8" VCP SANITARY SEWER PIPE LF 109.5500 31,988.60 279.000 30,564 199 6" PVC SANITARY SEWER PIPE LF 102.1100 28,692.91 213.000 21,749 200 SEWER CONNECTION EA 718.7700 2,875.08 2.000 1,437 201 SEWER CLEANOUT EA 2,002.5000 12,015.00 8.000 16,020 202 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 2.000 16,890 204 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 0.000 0 REMOVAL 210 ORNAMENTAL RAILIMG LF 152.9100 22,936.50 0.000 0 211 TEMPORARY FENCE (TYPE CL-6) LF 8.4900 35,318.40 5,232.000 44,419 PROGRAM CAS145 PAGE 9 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 213 CHAIN LINK FENCE (TYPE CL-6) LF 20.9500 98,465.00 32.850 688 214 ORNAMENTAL FENCE LF 147.2400 85,988.16 0.000 0 215 4' CHAIN LINK GATE (TYPE CL-6) EA 1,121.3100 1,121.31 0.000 0 216 12' CHAIN LINK GATE (TYPE CL-6) EA 1,670.6300 5,011.89 0.000 0 217 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 0.000 0 221 GUARD RAILING DELINEATOR EA 27.7500 888.00 0.000 0 222 OBJECT MARKER EA 99.9000 3,196.80 0.000 0 223 RELOCATE ROADSIDE SIGN EA 646.5100 1,939.53 0.000 0 224 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 649.3500 12,987.00 0.000 0 225 MIDWEST GUARDRAIL SYSTEM LF 42.1900 62,019.30 0.000 0 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.5300 50,428.65 0.000 0 227 CHAIN LINK RAILING (TYPE 7) LF 87.2100 68,983.11 470.000 40,988.70 470.000 40,988 (F) 228 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 164.2300 151,912.75 0.000 0 (F) 229 HANDRAILING LF 124.5900 4,609.83 0.000 0 230 CABLE RAILING LF 60.5400 37,050.48 0.000 0 (F) 231 TRANSITION RAILING (TYPE WB-31) EA 4,134.1100 20,670.55 0.000 0 232 END CAP (TYPE A) EA 228.7900 915.16 0.000 0 233 END ANCHOR ASSEMBLY (TYPE SFT) EA 962.7400 3,850.96 0.000 0 234 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,341.2600 23,388.82 0.000 0 235 CONCRETE BARRIER (TYPE 60F) LF 434.0600 111,987.48 0.000 0 236 CONCRETE BARRIER (TYPE 60) LF 223.6900 55,027.74 0.000 0 237 CONCRETE BARRIER (TYPE 60D)(MODIFIED) LF 83.0100 168,593.31 671.000 55,699 (F) 238 CONCRETE BARRIER (TYPE 736A)(MODIFIED) LF 89.0700 131,912.67 1,391.000 123,896 (F) PROGRAM CAS145 PAGE 10 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 421,826.68 577.000 219,669 (F) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 13,393.35 219.000 295 241 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0400 32,926.00 212.000 856 242 THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 15,091.70 0.000 0 (SPRAYABLE) 243 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 11,407.50 1,255.000 677 (ENHANCED WET NIGHT VISIBILITY) 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 17,150.13 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 245 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6800 24,141.60 0.000 0 (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 8,510.40 923.000 2,492 248 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 36,383.5000 36,383.50 0.100 3,638 SYSTEM ELEMENTS DURING CONSTRUCTION 249 ELECTRIC SERVICE FOR IRRIGATION LS 9,459.7100 9,459.71 1.000 9,459.71 1.000 9,459 250 LIGHTING SYSTEM LS 460,857.7500 460,857.75 0.270 124,431.59 0.570 262,688 251 CLOSED CIRCUIT TELEVISION SYSTEM LS 23,042.8900 23,042.89 0.000 0 252 FIBER OPTIC COMMUNICATION SYSTEM LS 521,496.9300 521,496.93 0.000 0 253 SIGNAL AND LIGHTING SYSTEM LS 206,173.2100 206,173.21 0.030 6,185.20 0.230 47,419 254 RAMP METERING SYSTEM LS 196,470.9300 196,470.93 0.310 60,905 255 INTERCONNECTION CONDUIT AND CABLE (LS) LS 19,404.5300 19,404.53 0.020 388.09 0.560 10,866 256 TEMPORARY LIGHTING SYSTEM LS 194,045.3700 194,045.37 0.650 126,129 257 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 0.000 0 259 TUBULAR HANDRAILING LF 90.6100 16,309.80 0.000 0 (F) 260 LIGHTING (CITY STREET) LS 63,162.0000 63,162.00 0.300 18,948.60 0.840 53,056 PROGRAM CAS145 PAGE 11 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 01:48 PM ESTIMATE NO. 017 BID OPENING 01/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,456,774.60 27,104,288.35 ADJUSTMENT OF COMPENSATION 0.00 89,516.67 EXTRA WORK 65,418.35 457,308.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,522,192.95 27,651,113.45 261 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 1,522,192.95 31,095,714.53 MATERIALS ON HAND ON SITE -250,896.35 157,673.06 DEDUCTIONS 10,000.00 -45,000.00 TOTAL 1,281,296.60 31,208,387.59 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 11/06/17 550 01/02/18 00/00/00 06/30/19 303 41 0 0 64% 55% PROGRESS IS SATISFACTORY ALIPANAH FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/19