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 07/24/17 EST. NO. 006 TIME 02:19 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- 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 0004 27,570.79 E.W. @ F.A.(+) 063017 N 0035.0 003 0001 -1,246,396.94 A.C. @ L.S.(-) 062317 N 1000 0 005 0011 734.28 E.W. @ F.A.(+) 030717 N 0025.0 0012 367.14 030817 N 0026.0 0014 637.99 062217 N 0031.0 0015 590.01 062317 N 0032.0 0016 685.97 062617 N 0033.0 0017 745.05 062717 N 0034.0 0018 2,769.77 060617 N 0036.0 006 0005 4,850.36 E.W. @ F.A.(+) 051917 N 0028.0 0006 6,600.00 062017 N 0029.0 008 0001 385.93 E.W. @ F.A.(+) 022817 N 0017.0 0002 729.80 032017 N 0018.0 0003 288.33 032317 N 0019.0 0004 576.66 033017 N 0020.0 0005 258.45 051517 N 0021.0 0006 147.81 053117 N 0022.0 0007 516.91 060117 N 0023.0 0008 273.96 061517 N 0030.0 -1,197,667.73 TOTAL THIS ESTIMATE 76,552.86 TOTAL PREVIOUS ESTIMATE -1,121,114.87 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 07/24/17 EST. NO. 006 TIME 02:19 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAR 17 CPR -10,000.00 003 DEL APR 17 CPR -10,000.00 004 DEL MAY 17 CPR -5,000.00 005 OTH MAY 17 CPR -5,000.00 005 PRTL APR 17 DEL 5,000.00 005 DEL JUN 17 CPR -5,000.00 006 PRTL MAR 17 DEL 5,000.00 006 0.00 -25,000.00 TOTAL DEDUCTIONS 0.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 LOCATION PROGRESS ESTIMATE 11-SD-5-R37.4/R46.5 ----------------- FLATIRON-SKANSKA-STACY AND IN SAN DIEGO COUNTY AT VARIOUS WITBECK A JOINT VENTURE (FSSW) LOCATIONS FROM LOMAS SANTA FE DR. 1770 LA COSTA MEADOWS DR TO 0.5 MILE SOUTH OF PALOMAR SAN MARCOS CA 92078 AIRPORT RD. FED. AID NO. CMST-PL62-1(113)1 ,ACIM-051(636) REPLACE THE SAN ELIJO LAGOON HWY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,656.9900 10,656.99 1.000 10,656 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,645.1500 11,645.15 0.250 2,911 003 BONDS AND INSURANCE LS 6,586,807.0000 6,586,807.00 0.031 204,191.02 0.815 5,368,247 004 TIME-RELATED OVERHEAD (WDAY) WDAY 14,668.0000 13,494,560.00 20.000 293,360.00 122.000 1,789,496 005 TEMPORARY RESIDENT ENGINEER'S OFFICE LS 711,874.2800 711,874.28 0.000 0 006 QUALITY CONTROL TESTING LS 2,727,400.0000 2,727,400.00 0.024 65,457.60 0.133 362,744 007 CONSTRUCTION AREA SIGNS LS 158,212.5300 158,212.53 0.236 37,338.16 0.453 71,670 008 TRAFFIC CONTROL SYSTEM LS 2,845,067.7700 2,845,067.77 0.022 62,591.49 0.133 378,394 009 TYPE III BARRICADE EA 88.0300 792.27 0.000 0 (F) 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.2900 14,757.60 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3200 32,640.00 0.000 0 012 TRAFFIC PLASTIC DRUM EA 42.3800 14,154.92 16.000 678 (F) 013 TEMPORARY PAVEMENT MARKER EA 3.2200 15,681.40 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,433.0100 328,660.20 0.435 7,148.36 2.652 43,580 (F) 015 TEMPORARY RAILING (TYPE K) LF 12.7900 896,579.00 5,920.000 75,716.80 17,260.000 220,755 016 TEMPORARY CRASH CUSHION MODULE EA 213.0400 31,956.00 21.000 4,473 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,089.2900 65,428.64 1.000 4,089.29 2.000 8,178 (GATING) 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,000.0000 40,000.00 2.000 16,000 (NON-GATING) 019 JOB SITE MANAGEMENT LS 548,108.4900 548,108.49 0.022 12,058.39 0.133 72,898 020 PREPARE STORM WATER POLLUTION PREVENTION LS 21,173.0000 21,173.00 1.000 21,173 PLAN 021 RAIN EVENT ACTION PLAN EA 529.2800 38,637.44 6.000 3,175 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,058.5700 42,342.80 2.000 2,117 PROGRAM CAS145 PAGE 2 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 1,270.2800 3,810.84 1.000 1,270.28 1.000 1,270 024 MOVE-IN/MOVE-OUT EA 534.6300 12,831.12 3.000 1,603 (F) (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.7700 349,580.00 54,172.440 41,712 (BONDED FIBER MATRIX) 026 TEMPORARY CHECK DAM LF 13.5900 90,781.20 133.000 1,807 027 TEMPORARY DRAINAGE INLET PROTECTION EA 223.3300 21,663.01 11.000 2,456 (F) 028 TEMPORARY FIBER ROLL LF 4.6700 319,428.00 144.000 672.48 12,625.000 58,958 029 TEMPORARY STRAW BALE BARRIER LF 9.9800 86,027.60 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 9,850.6600 88,655.94 1.000 9,850.66 5.000 49,253 (F) 031 STREET SWEEPING LS 840,111.6100 840,111.61 0.022 18,482.46 0.133 111,734 032 TEMPORARY CONCRETE WASHOUT LS 225,757.1300 225,757.13 0.022 4,966.66 0.133 30,025 (F) 033 TEMPORARY FENCE (TYPE ESA) LF 6.3000 57,141.00 8,727.000 54,980 034 HEALTH AND SAFETY PLAN LS 2,646.6300 2,646.63 1.000 2,646 035 TREATED WOOD WASTE LB 0.3600 27,864.00 0.000 0 036 ABANDON CULVERT (EA) EA 997.1200 5,982.72 0.000 0 037 REMOVE ORNAMENTAL FENCE LF 40.2700 3,463.22 20.000 805 038 REMOVE PILASTER (ORNAMENTAL FENCE) EA 1,000.0000 5,000.00 0.000 0 039 REMOVE CHAIN LINK FENCE LF 7.4200 48,230.00 6,636.000 49,239 040 REMOVE CABLE BARRIER LF 8.4800 48,251.20 0.000 0 041 REMOVE GUARDRAIL LF 10.9700 52,436.60 3,850.000 42,234.50 3,850.000 42,234 042 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 0.000 0 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.4800 68,640.00 1,438.000 690.24 4,013.000 1,926 044 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,820.00 0.000 0 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 9,666.00 20,018.000 10,809.72 29,614.000 15,991 046 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7200 223.60 157.000 270 047 REMOVE PAVEMENT MARKER EA 1.0600 17,702.00 2,118.000 2,245.08 2,118.000 2,245 048 REMOVE ROADSIDE SIGN EA 83.8700 9,561.18 21.000 1,761 049 REMOVE SIGN STRUCTURE (EA) EA 1,642.2900 11,496.03 2.000 3,284.58 2.000 3,284 PROGRAM CAS145 PAGE 3 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (EA) EA 2,367.6700 59,191.75 1.000 2,367.67 3.000 7,103 051 REMOVE INLET EA 1,341.6800 37,567.04 2.000 2,683.36 3.000 4,025 052 REMOVE RETAINING WALL (LF) LF 91.2800 8,215.20 23.000 2,099.44 55.000 5,020 053 REMOVE RETAINING WALL (PORTION) (LF) LF 73.0400 10,956.00 0.000 0 054 RELOCATE SIGN (TYPE C) EA 10,000.0000 10,000.00 0.000 0 055 MODIFY INLET EA 1,080.0000 1,080.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.1500 7,931.00 260.000 1,339.00 363.000 1,869 057 REMOVE CONCRETE (CY) CY 62.5700 20,648.10 56.740 3,550.22 68.140 4,263 058 REMOVE BOLLARD WITH FOOTING EA 528.8500 5,288.50 0.000 0 059 REMOVE CONCRETE (CHANNEL) CY 141.1300 42,339.00 105.470 14,884 060 REMOVE CONCRETE BARRIER LF 9.0800 10,632.68 0.000 0 (F) 061 REMOVE CONCRETE BARRIER (TYPE K) LF 11.7000 152,334.00 0.000 0 (F) 062 CULVERT SLURRY-CEMENT BACKFILL CY 100.0000 10,000.00 8.597 859.70 8.597 859 063 SAND BACKFILL CY 232.8100 20,952.90 0.000 0 064 REMOVE CRASH CUSHION EA 134.1800 268.36 1.000 134 065 BRIDGE REMOVAL LS 2,001,271.8800 2,001,271.88 0.050 100,063.59 0.050 100,063 066 CLEARING AND GRUBBING (ACRE) ACRE 29,824.5600 1,699,999.92 46.860 1,397,578 (F) 067 DEVELOP WATER SUPPLY LS 900,000.0000 900,000.00 0.011 9,900.00 0.566 509,400 068 DUST PALLIATIVE LS 193,351.8500 193,351.85 0.022 4,253.74 0.133 25,715 069 GEOSYNTHETIC REINFORCED EMBANKMENT CY 33.8500 567,495.25 0.000 0 (F) EXCAVATION 070 ROADWAY EXCAVATION CY 18.3700 7,052,812.47 9,140.000 167,901.80 31,991.150 587,677 (F) 071 ROADWAY EXCAVATION (TYPE D) CY 39.5000 2,928,451.00 0.000 0 (F) 072 ROADWAY EXCAVATION (TYPE Y-1) CY 96.9000 484,500.00 3,691.410 357,697 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 103.1800 254,854.60 0.000 0 (AERIALLY DEPOSITED LEAD) 074 SETTLEMENT PLATFORM EA 10,585.6800 169,370.88 0.000 0 (F) 075 STRUCTURE EXCAVATION (BRIDGE) CY 225.5700 1,594,779.90 1,060.500 239,216.99 1,060.500 239,216 (F) 076 STRUCTURE EXCAVATION (TYPE D) CY 193.5800 104,726.78 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.5300 91,164.71 0.000 0 (F) 078 GEOSYNTHETIC REINFORCED EMBANKMENT CY 33.4100 1,994,977.92 0.000 0 (F) BACKFILL 079 STRUCTURE BACKFILL (BRIDGE) CY 145.2400 737,819.20 0.000 0 (F) 080 STRUCTURE BACKFILL (RETAINING WALL) CY 173.1400 213,135.34 0.000 0 (F) 081 PERVIOUS BACKFILL MATERIAL (RETAINING CY 125.3797 865.12 0.000 0 (F) WALL) 082 DITCH EXCAVATION CY 30.0000 29,400.00 334.850 10,045.50 365.760 10,972 083 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 8.8600 67,920.76 0.000 0 (F) CLASS A2 084 GEOSYNTHETIC REINFORCEMENT (RIGID) SQYD 8.1700 14,469.07 0.000 0 (F) POLYPROPYLENE GEOGRID 085 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 12.1300 943,046.85 0.000 0 (F) 086 ROADSIDE CLEARING LS 20,000.0000 20,000.00 0.000 0 087 ROCK BLANKET SQFT 12.1700 39,674.20 0.000 0 088 WEED GERMINATION SQYD 0.2000 29,200.00 0.000 0 089 PACKET FERTILIZER EA 0.1900 16,720.00 0.000 0 090 SLOW-RELEASE FERTILIZER LB 5.0000 2,250.00 0.000 0 091 PLANT (GROUP I) EA 2.5800 621,780.00 0.000 0 092 PLANT (GROUP A) EA 10.9600 840,632.00 0.000 0 093 PLANT (GROUP B) EA 25.5500 130,305.00 0.000 0 094 PLANT (GROUP U) EA 175.4300 66,663.40 0.000 0 095 SOD SQYD 22.9200 40,110.00 0.000 0 096 PLANT ESTABLISHMENT WORK LS 94,189.2900 94,189.29 0.000 0 097 GRAVEL MULCH SQFT 3.0000 141,600.00 0.000 0 098 DECOMPOSED GRANITE SQFT 1.5900 109,710.00 0.000 0 099 WOOD MULCH CY 79.0500 363,630.00 0.000 0 100 ROCK MULCH (TYPE 1) SQYD 2.1200 15,476.00 0.000 0 101 ROCK MULCH (TYPE 2) SQYD 3.5500 47,215.00 0.000 0 102 EDGING LF 10.0000 3,400.00 0.000 0 103 CONTROL AND NEUTRAL CONDUCTORS LS 145,066.8700 145,066.87 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOTE CONTROL VALVE EA 491.9000 93,461.00 0.000 0 WITH PRESSURE REGULATOR 105 3" RECYCLED WATER CONNECTION ASSEMBLY EA 11,950.9100 23,901.82 0.000 0 AND ENCLOSURE 106 2" RECYCLED WATER CONNECTION ASSEMBLY EA 8,606.8600 8,606.86 0.000 0 AND ENCLOSURE 107 40 STATION IRRIGATION CONTROLLER EA 17,323.3500 17,323.35 0.000 0 AND ENCLOSURE 103(A) 108 48 STATION IRRIGATION CONTROLLER EA 22,037.9300 22,037.93 0.000 0 AND ENCLOSURE 103(B) 109 48 AND 32 STATION IRRIGATION CONTROLLER EA 10,585.6800 10,585.68 0.000 0 AND ENCLOSURE 105(A) AND 105(B) 110 24 STATION IRRIGATION CONTROLLER EA 14,801.5900 14,801.59 0.000 0 AND ENCLOSURE 104(B) 111 32 STATION IRRIGATION CONTROLLER EA 16,336.5700 16,336.57 0.000 0 AND ENCLOSURE 104(A) 112 FLOW SENSOR EA 1,238.9500 3,716.85 0.000 0 113 TREE WELL SPRINKLER ASSEMBLY EA 37.9400 14,417.20 0.000 0 114 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 42.1000 33,259.00 0.000 0 115 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 98.1300 44,158.50 0.000 0 116 RISER SPRINKLER ASSEMBLY EA 33.5500 25,498.00 0.000 0 117 POP-UP SPRINKLER ASSEMBLY EA 98.7900 15,806.40 0.000 0 118 1 1/2" GATE VALVE EA 296.0300 3,552.36 0.000 0 119 2" GATE VALVE EA 449.5300 17,082.14 0.000 0 120 3" GATE VALVE EA 800.3800 9,604.56 0.000 0 121 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.8200 166,651.50 0.000 0 (F) LINE) 122 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.9900 119,660.20 0.000 0 (F) (SUPPLY LINE) 123 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.1000 43,120.50 0.000 0 (F) (SUPPLY LINE) 124 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5400 54,569.00 0.000 0 (F) (SUPPLY LINE) 125 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.2400 54,372.40 0.000 0 (F) (SUPPLY LINE) 126 3" PLASTIC PIPE (CLASS 315) LF 8.2800 140,553.00 0.000 0 (F) (SUPPLY LINE) 127 4" PLASTIC PIPE (CLASS 315) LF 10.2500 48,687.50 0.000 0 (F) (SUPPLY LINE) 128 1" COMBINATION AIR RELIEF VALVE EA 657.8500 2,631.40 0.000 0 129 BALL VALVE EA 317.7300 953.19 0.000 0 130 PVC PIPE CONDUIT (SLEEVE) LF 68.7500 4,193.75 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" CORRUGATED HIGH DENSITY LF 50.0000 11,000.00 0.000 0 POLYETHYLENE PIPE CONDUIT 132 12" CORRUGATED HIGH DENSITY LF 50.0000 4,250.00 0.000 0 POLYETHYLENE PIPE CONDUIT 133 8" PVC PIPE CONDUIT LF 153.3900 122,712.00 0.000 0 134 IMPORTED TOPSOIL (CY) CY 47.6400 145,778.40 0.000 0 135 EROSION CONTROL (DRY SEED) (ACRE) ACRE 4,500.0000 765,000.00 0.000 0 136 COMPOST SOCK LF 4.9900 265,967.00 0.000 0 137 HYDROSEED SQFT 0.0400 41,600.00 0.000 0 138 COMPOST SQFT 0.1100 117,700.00 0.000 0 139 INCORPORATE MATERIALS SQFT 0.2600 4,082.00 0.000 0 140 CLASS 2 AGGREGATE BASE (CY) CY 51.0000 2,168,163.00 169.000 8,619.00 169.000 8,619 (F) 141 LEAN CONCRETE BASE RAPID SETTING CY 350.0000 87,500.00 0.000 0 142 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,741.9100 5,483.82 0.000 0 143 HOT MIX ASPHALT (TYPE A) TON 106.4500 3,598,010.00 422.570 44,982.58 500.090 53,234 144 MINOR HOT MIX ASPHALT TON 128.3900 37,233.10 0.000 0 145 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.8600 13,510.00 0.000 0 146 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.2300 2,918.70 0.000 0 147 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 27,560.00 0.000 0 148 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.6100 1,009.80 0.000 0 149 PLACE HOT MIX ASPHALT SQYD 72.7300 39,274.20 0.000 0 (MISCELLANEOUS AREA) 150 TACK COAT TON 1,004.9600 35,173.60 0.000 0 151 JOINTED PLAIN CONCRETE PAVEMENT CY 302.2800 7,017,127.92 0.000 0 (F) 152 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 195,000.00 0.000 0 (RSC) 153 JOINT SEAL (PREFORMED COMPRESSION) LF 5.5500 219,780.00 0.000 0 154 ISOLATION JOINT SEAL (SILICONE) LF 10.5800 216,890.00 0.000 0 155 GRIND EXISTING CONCRETE SQYD 9.3400 82,192.00 3,875.990 36,201 PAVEMENT 156 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0700 110,304.21 0.000 0 (F) LOCATION A 157 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3400 1,017,599.56 13,218.700 559,679.76 13,218.700 559,679 (F) LOCATION B PROGRAM CAS145 PAGE 7 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ANCHOR BAR ASSEMBLY EA 684.6700 367,667.79 0.000 0 VALVE (MASTER) 159 126" PERMANENT STEEL CASING LF 3,004.7700 5,318,442.90 0.000 0 160 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 846.7900 5,886,884.08 0.000 0 161 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,927.9400 3,597,536.04 0.000 0 PILING 162 126" CAST-IN-DRILLED-HOLE CONCRETE LF 2,775.9500 4,913,431.50 0.000 0 PILING 163 FURNISH PILING (CLASS 90) LF 41.5300 17,982.49 0.000 0 (ALTERNATIVE V) 164 DRIVE PILE (CLASS 90) EA 11,335.5100 136,026.12 0.000 0 (ALTERNATIVE V) 165 60" CAST-IN-DRILLED-HOLE CONCRETE LF 840.7300 218,589.80 0.000 0 PILE (SIGN FOUNDATION) 166 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,031,997.8400 1,031,997.84 0.000 0 167 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 323.3600 579,784.48 0.000 0 (F) 168 STRUCTURAL CONCRETE, BRIDGE CY 1,253.2500 19,593,310.50 748.000 937,431.00 798.000 1,000,093 (F) 169 STRUCTURAL CONCRETE, BRIDGE CY 489.2100 2,856,007.98 0.000 0 (F) (POLYMER FIBER) 170 STRUCTURAL CONCRETE, RETAINING WALL CY 629.5900 348,792.86 0.000 0 (F) 171 STRUCTURAL CONCRETE, BARRIER SLAB CY 442.9400 794,191.42 0.000 0 (F) 172 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,031.1200 1,000,186.40 0.000 0 (F) (TYPE N) 173 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 52,500.00 0.000 0 (F) 174 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,543.8600 100,350.90 12.400 19,143 (F) 175 STRUCTURAL CONCRETE, HEADWALL CY 1,534.8700 26,092.79 2.000 3,069 (F) 176 MINOR CONCRETE (MINOR STRUCTURE) CY 2,175.5700 493,854.39 10.025 21,810.09 11.900 25,889 (F) 177 PILASTER (ORNAMENTAL FENCE) SQFT 250.0000 11,500.00 0.000 0 (F) 178 EXTERIOR GIRDER TEXTURE SQFT 66.3600 192,974.88 0.000 0 (F) 179 FLUTED FACE TEXTURE SQFT 24.5000 269,549.00 0.000 0 (F) 180 DECK SURFACE TREATMENT SQFT 3.0400 18,547.04 0.000 0 181 DRILL AND BOND DOWEL LF 19.1400 15,024.90 0.000 0 182 JOINT SEAL ASSEMBLY (MR 3") LF 699.8200 32,891.54 0.000 0 183 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 288.1200 201,395.88 0.000 0 184 BAR REINFORCING STEEL (BRIDGE) LB 0.9100 5,460,101.92 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5900 104,925.69 0.000 0 (F) 186 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0500 3,759.00 0.000 0 (F) 187 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2600 3,360,896.28 0.000 0 (F) (BRIDGE) 188 BAR REINFORCING STEEL (GALVANIZED) LB 2.3800 2,441.88 0.000 0 (F) 189 HEADED BAR REINFORCEMENT EA 13.0300 3,075.08 0.000 0 (F) 190 SCULPTED SHOTCRETE WITH SURFACE SQFT 55.9300 1,638,245.63 0.000 0 TEXTURE 191 STRUCTURAL SHOTCRETE CY 1,024.3500 414,861.75 0.000 0 (F) 192 STRUCTURAL STEEL (BRIDGE) LB 17.8000 39,284.60 0.000 0 (F) 193 FURNISH SUSPENDER CABLES LS 0.0100 0.01 0.000 0 194 INSTALL SUSPENDER CABLES LS 410,849.5200 410,849.52 0.000 0 195 FURNISH CABLE RESTRAINERS LS 21,173.0100 21,173.01 0.000 0 196 INSTALL CABLE RESTRAINERS LS 65,899.8200 65,899.82 0.000 0 197 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.9500 36,934.35 0.000 0 (F) WITH WALKWAY) 198 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5700 22,160.61 0.000 0 (F) WITH WALKWAY) 199 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.7100 466,525.50 0.000 0 (F) 200 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4400 43,582.00 0.000 0 (F) 201 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7000 84,863.20 0.000 0 (F) 202 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5300 12,156.08 0.000 0 (F) 203 METAL (BARRIER MOUNTED SIGN) LB 15.1000 12,502.80 0.000 0 (F) 204 ROADSIDE SIGN - ONE POST EA 324.2800 28,860.92 0.000 0 205 ROADSIDE SIGN - TWO POST EA 1,062.2900 24,432.67 0.000 0 (F) 206 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 134.1800 939.26 0.000 0 METHOD) 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 20.0000 76,400.00 0.000 0 (F) 208 INSTALL ROADSIDE SIGN EA 6,821.0400 34,105.20 0.000 0 (LAMINATED WOOD BOX POST) 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.7500 71,596.25 0.000 0 (F) FOR RETROREFLECTIVE SHEETING (TYPE XI) 210 FURNISH LAMINATED PANEL SIGN SQFT 46.1300 5,858.51 0.000 0 (F) (2 1/2"-TYPE H) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 9 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5800 21,714.22 0.000 0 (F) (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.4100 13,450.19 0.000 0 (F) (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.6600 12,373.62 0.000 0 (F) (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.5200 9,554.88 0.000 0 (F) (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 215 ROCK STAIN SQFT 1.0000 145,000.00 0.000 0 216 PREPARE AND STAIN CONCRETE SQFT 2.7500 45,270.50 0.000 0 (F) 217 12" ALTERNATIVE PIPE CULVERT LF 113.5700 131,854.77 0.000 0 (F) 218 18" ALTERNATIVE PIPE CULVERT LF 108.5000 64,991.50 0.000 0 (F) 219 24" ALTERNATIVE PIPE CULVERT LF 85.3100 1,183,505.63 322.000 27,469 (F) 220 30" ALTERNATIVE PIPE CULVERT LF 154.3500 62,974.80 75.000 11,576 (F) 221 36" ALTERNATIVE PIPE CULVERT LF 168.1300 90,790.20 87.000 14,627.31 547.000 91,967 (F) 222 18" REINFORCED CONCRETE PIPE LF 100.0000 12,900.00 26.000 2,600 (F) 223 24" REINFORCED CONCRETE PIPE LF 200.0000 142,600.00 0.000 0 (F) 224 30" REINFORCED CONCRETE PIPE LF 209.1800 104,380.82 56.000 11,714.08 56.000 11,714 (F) 225 48" REINFORCED CONCRETE PIPE LF 321.4200 46,284.48 0.000 0 (F) 226 12" SLOTTED CORRUGATED STEEL PIPE LF 81.6600 4,899.60 0.000 0 (F) (.079" THICK) 227 PRECAST 90 DEGREE TRASH RACK EA 2,096.6200 6,289.86 0.000 0 (F) 228 INFILTRATION SYSTEM LS 189,962.2500 189,962.25 0.000 0 229 10" PLASTIC PIPE RISER (SCHEDULE 80) LF 273.9500 6,574.80 0.000 0 WITH CAP 230 CAST IRON RING AND LID WITH GASKET LF 1,000.0000 6,000.00 0.000 0 231 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 170.3400 102,204.00 74.000 12,605.16 74.000 12,605 (.109" THICK) 232 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 111.3700 15,591.80 0.000 0 (.138" THICK) 233 GRATED LINE DRAIN LF 246.3600 34,490.40 0.000 0 (F) 234 WELDED STEEL PIPE CASING (BRIDGE) LF 148.3400 24,476.10 0.000 0 235 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 36" REINFORCED CONCRETE PIPE RISER LF 731.0900 40,941.04 0.000 0 (F) 237 ROCK SLOPE PROTECTION CY 110.1900 1,630,812.00 19.800 2,181.76 19.800 2,181 (F) (1/4 T, METHOD B) (CY) 238 ROCK SLOPE PROTECTION (1T, METHOD B) CY 321.9500 10,624.35 32.400 10,431.18 32.400 10,431 (F) 239 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 416.0300 19,969.44 10.800 4,493.12 10.800 4,493 (F) (CY) 240 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 120.4100 1,143,895.00 0.000 0 (F) (CY) 241 CONCRETE (DITCH LINING) CY 500.0000 175,500.00 0.000 0 (F) 242 CONCRETE (CHANNEL LINING) CY 752.1600 97,028.64 0.000 0 (F) 243 CONCRETE (CONCRETE APRON) CY 501.0900 4,008.72 0.000 0 (F) 244 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.8400 22,720.00 130.000 369.20 130.000 369 245 MINOR CONCRETE (GUTTER) (LF) LF 72.9500 8,754.00 0.000 0 246 DETECTABLE WARNING SURFACE SQFT 36.3400 3,997.40 0.000 0 247 MINOR CONCRETE (MISCELLANEOUS CY 550.3300 164,548.67 0.000 0 (F) CONSTRUCTION) 248 MINOR CONCRETE (LITHOCRETE) SQFT 34.8500 29,901.30 0.000 0 (F) 249 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 10.4100 153,922.26 0.000 0 (F) CONCRETE) 250 PRE/POST CONSTRUCTION SURVEYS EA 600.0000 4,800.00 0.000 0 251 MISCELLANEOUS IRON AND STEEL LB 1.9900 77,126.43 1,090.000 2,169.10 1,090.000 2,169 (F) 252 MISCELLANEOUS METAL (BRIDGE) LB 9.9400 11,112.92 0.000 0 (F) 253 BRIDGE DECK DRAINAGE SYSTEM LB 7.1000 168,646.30 0.000 0 (F) 254 CITY OF SOLANA BEACH SANITARY LS 2,765,619.5600 2,765,619.56 0.139 384,421.12 0.159 439,733 SEWER LINE 255 UTILITIES APPURTENANCES RELOCATION LS 460,681.9900 460,681.99 0.000 0 256 SAN DIEGUITO WATER DISTRICT WATER LINE LS 122,154.9700 122,154.97 0.000 0 257 SANTA FE IRRIGATION DISTRICT LS 166,601.6900 166,601.69 0.045 7,497 WATER LINE 258 SAN ELIJO JOINT POWERS AUTHORITY LS 682,180.3500 682,180.35 0.586 399,757 RECYCLED WATER 259 RAIL EARTHWORK LS 7,295,058.0600 7,295,058.06 0.118 860,816.85 0.751 5,478,588 260 RAIL ROADS AND STAGING LS 2,553,303.6400 2,553,303.64 0.124 316,609.65 0.510 1,302,184 261 RAIL CHESTERFIELD DRIVE GRADE LS 3,349,988.1500 3,349,988.15 0.033 110,549.61 0.044 147,399 CROSSING 262 RAIL TRACK LS 7,287,495.6600 7,287,495.66 0.000 0 PROGRAM CAS145 PAGE 11 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 RAILROAD SIGNAL LS 3,865,719.5500 3,865,719.55 0.118 456,154.91 0.135 521,872 264 RAIL BRIDGE AT 240.4 LS 8,489,866.9500 8,489,866.95 0.304 2,580,919.55 0.451 3,828,929 265 RAIL SAN ELIJO AVENUE RETAINING WALL LS 2,887,722.5800 2,887,722.58 0.127 366,740.77 0.281 811,450 266 RAIL CULVERT AT 241.0 LS 451,752.1700 451,752.17 0.734 331,586 267 RAIL CULVERTS AND DRAINAGE LS 2,010,632.5800 2,010,632.58 0.030 60,318 268 RAIL SITE MITIGATION LS 1,399,666.8800 1,399,666.88 0.021 29,393.00 0.358 501,080 269 RAIL UTILITIES LS 216,296.8800 216,296.88 0.185 40,014.92 0.185 40,014 270 RAIL ON SITE REVEGETATION LS 625,867.6400 625,867.64 0.120 75,104.12 0.120 75,104 271 RAIL TIME RELATED OVERHEAD LS 3,937,500.0000 3,937,500.00 0.044 173,250.00 0.227 893,812 272 RAIL BONDS AND INSURANCE LS 1,971,000.0000 1,971,000.00 0.052 102,492.00 0.835 1,645,785 273 ORNAMENTAL FENCE LF 379.3500 27,313.20 0.000 0 (F) 274 LODGE POLE FENCE LF 44.5000 224,280.00 0.000 0 (F) 275 TEMPORARY FENCE LF 21.1900 4,513.47 60.000 1,271 (F) 276 CHAIN LINK FENCE (TYPE CL-3) LF 31.7900 96,196.54 0.000 0 (F) 277 CHAIN LINK FENCE (TYPE CL-6) LF 36.0300 40,966.11 0.000 0 (F) 278 LODGE POLE GATE EA 6,569.6900 13,139.38 0.000 0 (F) 279 4' CHAIN LINK GATE (TYPE CL-6) EA 1,589.4400 3,178.88 0.000 0 (F) 280 DELINEATOR (CLASS 1) EA 118.0700 17,710.50 0.000 0 281 GUARD RAILING DELINEATOR EA 54.8500 2,742.50 0.000 0 282 MIDWEST GUARDRAIL SYSTEM LF 51.5600 52,075.60 0.000 0 283 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.1200 24,104.80 0.000 0 284 CABLE HANDRAILING LF 551.0100 473,317.59 0.000 0 (F) 285 CABLE RAILING LF 39.8000 126,006.80 0.000 0 (F) 286 TRANSITION RAILING (TYPE WB-31) EA 4,207.0100 16,828.04 0.000 0 287 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,058.6100 6,351.66 0.000 0 288 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,835.6000 19,342.40 0.000 0 289 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,988.7100 19,943.55 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CONCRETE BARRIER (TYPE 60) LF 61.4000 829,329.80 0.000 0 (F) 291 CONCRETE BARRIER (TYPE 60S) LF 58.4600 250,910.32 0.000 0 (F) 292 CONCRETE BARRIER (TYPE 60SA) LF 247.0400 152,917.76 0.000 0 (F) 293 CONCRETE BARRIER (TYPE 80) LF 137.8100 486,882.73 0.000 0 (F) 294 CONCRETE BARRIER (TYPE 80 MOD) LF 129.9500 167,765.45 0.000 0 (F) 295 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 27,787.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 296 6" TAPE TRAFFIC STRIPE (WARRANTY) LF 3.7500 54,375.00 0.000 0 297 8" TAPE TRAFFIC STRIPE (WARRANTY) LF 0.3200 14,784.00 0.000 0 298 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 10,280.00 0.000 0 299 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 58,050.00 36,279.000 9,795.33 60,900.000 16,443 300 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 18,748.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 1,722.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 8,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 304 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 8,439.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 305 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 3,618.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 306 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2900 16,770.00 1,328.000 1,713.12 2,584.000 3,333 307 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2200 28,336.00 863.000 2,778.86 1,283.000 4,131 308 SIGNAL AND LIGHTING (LOCATION 1) LS 251,057.2100 251,057.21 0.000 0 309 SIGNAL AND LIGHTING (LOCATION 2) LS 245,229.4100 245,229.41 0.000 0 310 LIGHTING (BIKE FACILITY) LS 726,873.1700 726,873.17 0.000 0 311 LIGHTING AND SIGN ILLUMINATION LS 597,132.7900 597,132.79 0.000 0 312 TRAFFIC MONITORING STATION LS 15,927.5400 15,927.54 0.000 0 313 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,510,364.4700 1,510,364.47 0.000 0 314 RAMP METERING SYSTEM (LOCATION 1) LS 134,096.0300 134,096.03 0.000 0 PROGRAM CAS145 PAGE 13 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 RAMP METERING SYSTEM (LOCATION 2) LS 125,507.9000 125,507.90 0.000 0 316 RAMP METERING SYSTEM (LOCATION 3) LS 7,129.1600 7,129.16 0.000 0 317 ELECTRIC SERVICE (IRRIGATION) LS 74,328.4900 74,328.49 0.000 0 318 WATER METER CHARGES LS 280,460.7500 280,460.75 0.000 0 319 RAIL MOBILIZATION LS 4,170,000.0000 4,170,000.00 0.950 3,961,500 PROGRAM CAS145 PAGE 14 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 02:19 PM ESTIMATE NO. 006 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,542,605.93 34,473,145.54 ADJUSTMENT OF COMPENSATION -1,246,396.94 -1,246,396.94 EXTRA WORK 48,729.21 125,282.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,344,938.20 33,352,030.67 320 MOBILIZATION LS 17,842,316.4700 17,842,316.47 0.750 13,381,737 ORIGINAL CONTRACT AMOUNT 220,198,854.68 TOTAL WORK COMPLETED 7,344,938.20 46,733,768.02 MATERIALS ON HAND ON SITE 1,114,427.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -25,000.00 TOTAL 7,344,938.20 47,823,195.27 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 01/13/17 920 01/17/17 01/17/17 10/21/21 122 6 0 0 21% 13% PROGRESS IS SATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/17