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 03/22/19 EST. NO. 015 TIME 11:53 AM 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 0058 241.26 E.W. @ F.A.(+) 092718 N 0186.0 0059 437.27 100418 N 0187.0 0060 147.01 100818 N 0188.0 0061 196.02 100918 N 0189.0 0062 324.85 010719 N 0190.0 0063 174.55 010819 N 0191.0 0064 324.85 010919 N 0192.0 0065 174.55 011019 N 0193.0 0066 174.55 011119 N 0194.0 0067 61.26 011419 N 0195.0 0068 1,438.06 011419 N 0196.0 0069 5,242.26 011419 N 0197.0 0070 196.02 012319 N 0198.0 0071 196.02 012319 N 0199.0 005 0007 123.32 E.W. @ F.A.(+) 011719 N 0200.0 006 0029 153.97 E.W. @ F.A.(+) 111618 N 0150.0 0030 42.12 112118 N 0151.0 0031 384.74 122018 N 0156.0 0032 43.64 010719 N 0201.0 0033 789.65 011819 N 0202.0 0034 174.69 012419 N 0203.0 0035 160.84 092518 N 0204.0 007 0018 342.72 E.W. @ F.A.(+) 072518 N 0166.0 0019 903.24 092418 N 0205.0 0020 2,663.05 092918 N 0206.0 0021 501.89 100118 N 0207.0 0022 354.53 102418 N 0208.0 0023 248.53 122018 N 0209.0 0024 223.44 122118 N 0210.0 0025 213.15 122818 N 0211.0 008 0007 422.09 E.W. @ F.A.(+) 091918 N 0214.0 0009 196.47 092718 N 0216.0 0011 1,984.89 081018 N 0118.0 0012 196.47 092718 N 0119.0 0013 1,193.26 092718 N 0120.0 0014 1,229.62 092818 N 0121.0 0015 274.89 100318 N 0122.0 0016 1,413.17 100418 N 0123.0 0017 1,026.06 100518 N 0124.0 0018 615.64 100818 N 0125.0 0019 1,625.12 100918 N 0126.0 0020 351.89 101218 N 0127.0 0021 296.89 101918 N 0128.0 0022 735.27 091418 N 0136.0 0023 1,882.01 091718 N 0136.1 0024 941.00 092918 N 0136.2 0026 1,882.01 091718 N 0137.1 0027 2,293.21 100918 N 0137.2 0028 1,349.89 101018 N 0137.3 0029 1,349.89 101218 N 0137.4 0030 4,994.32 101618 N 0138.0 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 03/22/19 EST. NO. 015 TIME 11:53 AM 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 --------------------------------------------------------------------------- 009 0031 8,276.00 E.W. @ F.A.(+) 010819 N 0218.0 010 0005 3,929.68 A.C. @ U.P.(+) 031119 N 0256.0 014 0008 1,917.78 E.W. @ F.A.(+) 121818 N 0177.1 0009 2,824.78 081318 N 0220.0 0010 2,596.93 081518 N 0221.0 0011 1,692.19 090718 N 0222.0 0012 524.38 091118 N 0223.0 0013 519.47 091118 N 0224.0 0014 291.32 091218 N 0225.0 0015 329.42 091218 N 0226.0 0016 473.36 092618 N 0227.0 0017 574.95 011119 N 0228.0 015 0006 438.32 E.W. @ F.A.(+) 012119 N 0244.0 0007 1,051.96 012219 N 0245.0 0008 542.79 090618 N 0229.0 0009 3,040.93 090718 N 0230.0 0010 3,850.06 091018 N 0231.0 0011 5,379.83 091118 N 0232.0 0012 5,522.65 091218 N 0233.0 0013 3,226.28 091318 N 0234.0 0014 348.36 091818 N 0235.0 0015 382.28 100818 N 0236.0 0016 2,255.91 101018 N 0237.0 0017 6,859.47 101118 N 0238.0 0018 7,477.82 101218 N 0239.0 0020 7,548.59 101618 N 0241.0 0021 6,815.25 101718 N 0242.0 0022 6,681.39 101818 N 0243.0 0023 581.66 101918 N 0132.1 016 0007 577.29 E.W. @ F.A.(+) 091918 N 0248.0 0008 2,450.71 092118 N 0249.0 017 0004 5,357.49 A.C. @ U.P.(+) 031319 N 0282.0 137,245.41 TOTAL THIS ESTIMATE 334,551.22 TOTAL PREVIOUS ESTIMATE 471,796.63 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 03/22/19 EST. NO. 015 TIME 11:53 AM 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 0.00 -10,000.00 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 0.00 -35,000.00 TOTAL DEDUCTIONS 0.00 -45,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 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 0.250 8,449.88 0.750 25,349 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,333.3200 4,583,326.00 14.000 116,666.48 263.000 2,191,663 004 CONSTRUCTION AREA SIGNS LS 48,109.6500 48,109.65 0.010 481.10 0.591 28,432 005 TRAFFIC CONTROL SYSTEM LS 777,543.4700 777,543.47 0.025 19,438.59 0.478 371,665 006 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 0.025 9,849.13 0.478 188,315 014 TEMPORARY RAILING (TYPE K) LF 22.2300 689,130.00 28,335.000 629,887 015 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 0.025 582.75 0.478 11,142 018 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 3.000 1,686.03 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 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,505.000 1,496.15 34,982.000 8,045 024 TEMPORARY CHECK DAM LF 4.5700 28,791.00 100.000 457.00 826.500 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 1,855.000 7,178.85 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 13.000 81,526 029 STREET SWEEPING HR 164.8400 131,872.00 24.000 3,956.16 794.000 130,882 030 TEMPORARY CONCRETE WASHOUT LS 55,000.5000 55,000.50 0.025 1,375.01 0.478 26,290 031 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 55,507.89 180.000 4,627.80 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 72,566.38 155.000 5,204.90 1,086.650 36,489 045 REMOVE INLET EA 1,508.2900 43,740.41 13.000 19,607 046 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 1,657.000 188,301 048 REMOVE RETAINING WALL (PORTION) (LF) LF 147.2500 14,725.00 100.000 14,725 049 REMOVE SEWER PIPE LF 131.3700 39,411.00 262.000 34,418.94 372.000 48,869 PROGRAM CAS145 PAGE 3 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,137.45 335.200 36,721 055 REMOVE CONCRETE CURB (LF) LF 8.2000 26,707.40 2,773.800 22,745 056 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 13.3200 56,769.84 3.890 51.81 1,974.890 26,305 057 REMOVE CONCRETE (CURB AND GUTTER) LF 8.8300 27,152.25 10.000 88.30 3,008.000 26,560 058 REMOVE CONCRETE BARRIER LF 62.5400 56,911.40 30.000 1,876.20 910.000 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 0.500 205,417.99 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 4,723.280 101,125.42 158,416.480 3,391,696 066 STRUCTURE EXCAVATION (BRIDGE) CY 86.6500 580,555.00 1,514.000 131,188.10 5,360.000 464,444 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 34.8900 372,904.32 110.000 3,837.90 8,033.000 280,271 (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 351,983.70 169.000 17,547.27 1,864.000 193,539 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 28.3100 225,007.88 5,264.000 149,023 (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 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,004.000 4,799 (F) (SUPPLY LINE) 103 1-1/2" BALL VALVE EA 505.6500 6,067.80 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,077.000 60,505 (.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 2,186.190 103,559 110 CLASS 2 AGGREGATE BASE (CY) CY 38.5800 590,274.00 274.600 10,594.07 5,091.120 196,415 111 PRIME COAT TON 1,170.9800 85,481.54 0.000 0 112 HOT MIX ASPHALT (TYPE A) TON 97.7800 2,971,534.20 790.680 77,312.69 14,296.430 1,397,904 113 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 0.250 12,651.46 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 322,946.40 112.000 38,478.72 652.000 224,001 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 906.8100 2,865,519.60 67.500 61,209.68 1,732.500 1,571,048 (F) PROGRAM CAS145 PAGE 6 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,128.000 1,178,826 (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 -7.000 -12,612.53 91.000 163,962 136 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 0.000 0 138 MINOR CONCRETE (WALL) CY 591.3600 25,428.48 55.850 33,027 139 ARCHITECTURAL TEXTURE (FRACTURED RIB SQFT 40.5400 333,036.10 5,805.000 235,334 (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 7,900.000 257,856 (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 40,568.000 40,973.68 814,901.000 823,050 (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 2,100.000 3,780.00 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 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 394,744.48 264.000 5,937.36 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 55,871.50 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 2,090.000 178,130 170 24" ALTERNATIVE PIPE CULVERT LF 106.6200 49,578.30 0.000 0 171 24" REINFORCED CONCRETE PIPE LF 169.0000 44,278.00 0.000 0 172 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 371,564.76 412.680 204,177 184 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 16.8000 9,072.00 0.000 0 CONCRETE) PROGRAM CAS145 PAGE 8 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 391,062.06 437.020 246,256 CURB RAMP) 187 MISCELLANEOUS IRON AND STEEL LB 3.0300 85,179.36 425.000 1,287.75 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 0.950 218,907 (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 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 249 ELECTRIC SERVICE FOR IRRIGATION LS 9,459.7100 9,459.71 0.000 0 250 LIGHTING SYSTEM LS 460,857.7500 460,857.75 0.140 64,520.09 0.300 138,257 251 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 0.200 41,234 254 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 0.030 582.14 0.540 10,478 256 TEMPORARY LIGHTING SYSTEM LS 194,045.3700 194,045.37 0.030 5,821.36 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 0.540 34,107 PROGRAM CAS145 PAGE 11 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J0704 TIME 11:53 AM ESTIMATE NO. 015 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 03/20/19 R.E. NAME: ALIPANAH FRED DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,043,409.73 24,170,861.88 ADJUSTMENT OF COMPENSATION 9,287.17 89,516.67 EXTRA WORK 127,958.24 382,279.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,180,655.14 24,642,658.51 261 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 1,180,655.14 28,087,259.59 MATERIALS ON HAND ON SITE -20,284.00 280,524.91 DEDUCTIONS 0.00 -45,000.00 TOTAL 1,160,371.14 28,322,784.50 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 06/30/20 263 39 0 0 58% 48% PROGRESS IS SATISFACTORY ALIPANAH FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/19