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 08/21/14 EST. NO.20 TIME 08:18 AM R.E. NAME: CHOI, GINA 04-264074 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0008 3,807.81 E.W. @ F.A.(+) 011914 N 0600.1 0009 8,158.72 013014 N 0601.1 0010 2,350.21 050914 N 0683.2 0011 1,571.72 050914 N 0683.3 0012 1,423.09 051014 N 0696.1 015 0031 3,312.08 E.W. @ F.A.(+) 051414 N 0707.0 021 0061 3,630.38 E.W. @ F.A.(+) 052114 N 0723.0 024 0036 5,800.45 E.W. @ F.A.(+) 051414 N 0705.0 028 0030 514.83 E.W. @ F.A.(+) 051614 N 0715.1 033 0003 2,131.50 E.W. @ F.A.(+) 050214 N 0679.0 0004 3,095.88 050314 N 0673.1 0005 162.43 041614 N 0655.1 0006 1,718.59 041614 N 0655.2 0007 1,463.99 050214 N 0679.1 0008 1,020.90 051514 N 0710.0 0009 10,146.76 031314 N 0594.0 0010 7,673.05 031414 N 0595.0 0011 6,932.78 031514 N 0596.0 0012 4,079.35 031714 N 0597.0 0013 562.27 031814 N 0621.0 0014 1,727.49 031214 N 0593.0 037 0001 10,136.61 A.C. @ L.S.(+) 081914 N C37 0 039 0001 67,023.00 E.W. @ L.S.(+) 081914 N C39 0 148,443.89 TOTAL THIS ESTIMATE 1,619,886.70 TOTAL PREVIOUS ESTIMATE 1,768,330.59 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 08/21/14 EST. NO.20 TIME 08:18 AM R.E. NAME: CHOI, GINA 04-264074 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 3RD JMF VERIFICATION -3,000.00 06 FR1 SURVEY RESTAKE -1,420.00 17 RW4 SHOTCRETE -2,000.00 17 ELECT OUT OF CA INSP -5,000.00 19 4TH JMF VERIFICATION -3,000.00 20 -3,000.00 -14,420.00 TOTAL DEDUCTIONS -3,000.00 -14,420.00 PROGRAM CAS145 PAGE 1 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 LOCATION PROGRESS ESTIMATE 04-MRN-101-23.3/27.6 ----------------- 04-SON-101-0.0/0.4 GHILOTTI CONSTRUCTION COMPANY CONSTRUCT INTERCHANGE AT REDWOOD 2301 KERNER BLVD., SUITE E LANDFILL ROAD & ROUTE 101 INCLUDING SAN RAFAEL, CA 94901 FRONTAGE ROADS & PEDESTRIN/BICYCLE FACILITY. FED. AID NO. N O N E CONSTRUCT INTERCHANGE ON RTE 101 AT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 520,000.00 23.000 23,000.00 331.000 331,000 003 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 103,600.00 14,656.000 102,592 004 TEMPORARY FENCE (TYPE ESA) LF 2.5000 60,750.00 23,711.000 59,277 005 TEMPORARY ACTIVE TREATMENT SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 006 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 0.050 3,750.00 0.640 48,000 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.020 50.00 0.760 1,900 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 3.5000 81,900.00 408.000 1,428.00 25,454.000 89,089 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 28.000 70,000 010 TEMPORARY COVER SQYD 1.5000 17,100.00 350.000 525.00 13,189.000 19,783 011 TEMPORARY CHECK DAM LF 6.0000 5,100.00 3,766.000 22,596 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,650.00 4.000 600.00 63.000 9,450 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 15,525.00 213,663.656 160,247 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 10,000.0000 10,000.00 0.050 500.00 0.640 6,400 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.020 40.00 0.930 1,860 016 RAIN EVENT ACTION PLAN EA 500.0000 53,000.00 17.000 8,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 27,500.00 2.000 1,000.00 10.000 5,000 019 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.050 1,000.00 0.700 14,000 020 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.020 2,000.00 0.880 88,000 021 TYPE III BARRICADE EA 50.0000 600.00 13.000 650.00 44.000 2,200 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,260.00 283.000 849 PROGRAM CAS145 PAGE 2 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6500 22,100.00 6,347.000 4,125.55 28,095.000 18,261 024 CHANNELIZER (SURFACE MOUNTED) EA 4.0000 1,360.00 84.000 336.00 127.000 508 025 TEMPORARY PAVEMENT MARKER EA 0.6500 1,293.50 404.000 262.60 1,876.000 1,219 026 TEMPORARY RAILING (TYPE K) LF 5.0000 112,000.00 5,080.000 25,400.00 19,120.000 95,600 027 TEMPORARY CRASH CUSHION MODULE EA 60.0000 8,400.00 6.000 360 028 TEMPORARY CRASH CUSHION EA 1,000.0000 15,000.00 5.000 5,000.00 17.000 17,000 (TYPE ABSORB 350) 029 TEMPORARY TRAFFIC SCREEN LF 8.0000 11,840.00 4,000.000 32,000 030 ABANDON CULVERT EA 2,000.0000 2,000.00 1.000 2,000 031 ABANDON PIPELINE LF 3.0000 29,190.00 8,246.000 24,738 032 REMOVE FENCE LF 3.0000 71,100.00 27,172.266 81,516 033 REMOVE GATE EA 250.0000 4,250.00 3.000 750 034 REMOVE METAL BEAM GUARD RAILING LF 9.0000 25,020.00 937.500 8,437.50 2,184.000 19,656 035 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 1.000 5,000 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 19,110.00 5,198.500 3,379.03 21,960.670 14,274 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,170.00 84.000 252.00 234.000 702 038 REMOVE PAVEMENT MARKER EA 1.0000 1,780.00 1,440.000 1,440.00 2,692.000 2,692 039 REMOVE ROADSIDE SIGN EA 100.0000 4,600.00 10.000 1,000.00 14.000 1,400 040 REMOVE CULVERT LF 15.0000 31,050.00 409.500 6,142.50 2,021.600 30,324 041 REMOVE PIPE LF 20.0000 28,400.00 178.000 3,560.00 2,679.000 53,580 042 REMOVE INLET EA 350.0000 5,950.00 4.000 1,400.00 16.000 5,600 043 REMOVE HEADWALL EA 700.0000 14,000.00 2.000 1,400.00 19.000 13,300 044 REMOVE REINFORCED CONCRETE BOX CULVERT LF 220.0000 15,620.00 63.800 14,036.00 70.700 15,554 045 REMOVE BASE AND SURFACING CY 15.0000 36,300.00 4,508.755 67,631.33 4,508.755 67,631 046 SALVAGE BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 1.000 2,000 047 SALVAGE IRRIGATION CONTROLLER EA 1,500.0000 1,500.00 1.000 1,500 048 RELOCATE HYDRANT EA 4,000.0000 8,000.00 2.000 8,000 049 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 1.000 200 PROGRAM CAS145 PAGE 3 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST FRAME AND COVER TO GRADE EA 600.0000 600.00 1.000 600.00 1.000 600 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 24,465.00 602.000 2,107.00 4,034.000 14,119 052 REMOVE CONCRETE (LINED DITCH) LF 8.0000 28,880.00 3,833.900 30,671 053 REMOVE CONCRETE BARRIER LF 10.0000 18,100.00 390.000 3,900.00 1,985.000 19,850 054 REMOVE CONCRETE (MISCELLANEOUS) (LS) LS 2,000.0000 2,000.00 0.040 80.00 0.900 1,800 055 18" MACHINE SPIRAL WOUND PVC PIPELINER LF 320.0000 73,600.00 236.250 75,600 (EXPANDABLE DIAMETER) 056 24" MACHINE SPIRAL WOUND PVC PIPELINER LF 350.0000 77,000.00 90.000 31,500 (EXPANDABLE DIAMETER) 057 HDPE PLASTIC PIPELINER (16" OD SDR 26) LF 250.0000 15,750.00 0.000 0 058 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 200.00 0.000 0 059 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000 060 CLEARING AND GRUBBING LS 85,000.0000 85,000.00 1.000 85,000 061 DEVELOP WATER SUPPLY LS 65,000.0000 65,000.00 1.000 65,000 062 ROADWAY EXCAVATION CY 8.0000 1,184,000.00 1,755.000 14,040.00 143,177.930 1,145,423 063 ROADWAY EXCAVATION (TYPE Y-1) CY 100.0000 16,000.00 103.000 10,300 (AERIALLY DEPOSITED LEAD) 064 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.850 2,550 065 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 1.000 5,000 066 ROADWAY EXCAVATION (AMA) CY 9.0000 68,310.00 7,590.000 68,310 067 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 9.0000 355,500.00 28,322.813 254,905 068 ROCK EXCAVATION (CONTROLLED BLASTING) CY 100.0000 4,200.00 11.100 1,110.00 42.000 4,200 069 STRUCTURE EXCAVATION (BRIDGE) CY 130.0000 71,760.00 552.000 71,760 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) CY 16.0000 20,784.00 1,299.000 20,784 071 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 12,500.00 125.000 12,500 (RW5) 072 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 30,300.00 303.000 30,300 (F) 073 STRUCTURE EXCAVATION (TYPE Y-1) CY 35.0000 3,290.00 94.000 3,290 (F) (AERIALLY DEPOSITED LEAD) 074 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 33,700.00 337.000 33,700 (F) 075 STRUCTURE BACKFILL (RETAINING WALL) CY 45.0000 37,665.00 850.000 38,250 076 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 225.0000 16,425.00 73.000 16,425 (F) PROGRAM CAS145 PAGE 4 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PERVIOUS BACKFILL MATERIAL (RETAINING CY 85.0000 6,205.00 73.000 6,205 WALL) 078 CONCRETE BACKFILL CY 150.0000 29,850.00 199.000 29,850 (F) 079 LEAN CONCRETE BACKFILL CY 110.0000 33,880.00 308.000 33,880 (F) 080 IMPORTED BORROW CY 0.0100 970.00 97,000.000 970 081 SETTLEMENT AND MONITORING LS 30,000.0000 30,000.00 1.000 30,000 082 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.5000 145,250.00 54,265.027 135,662 083 IMPORTED BIOFILTRATION SOIL CY 72.0000 104,400.00 1,236.000 88,992 084 EROSION CONTROL (COMPOST BLANKET) CY 32.0000 105,600.00 3,779.000 120,928 085 FIBER ROLLS LF 2.2500 137,250.00 62,800.000 141,300 086 COMPOST (INCORPORATE) SQYD 4.0000 117,600.00 20,366.000 81,464 087 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 7,500.00 18.000 13,500 088 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 172,800.00 1,172,277.000 140,673 089 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 59,400.00 300,816.000 90,244 (NETTING) 090 8" CORRUGATED HIGH DENSITY LF 60.0000 19,200.00 211.000 12,660 POLYETHYLENE PIPE CONDUIT 091 8" WELDED STEEL PIPE CONDUIT LF 180.0000 19,800.00 110.000 19,800.00 110.000 19,800 (.250" THICK) 092 CLASS 4 AGGREGATE SUBBASE CY 16.0000 328,000.00 110.190 1,763.04 16,793.190 268,691 093 CLASS 2 AGGREGATE BASE CY 30.0000 510,000.00 150.000 4,500.00 17,144.969 514,349 094 LEAN CONCRETE BASE CY 110.0000 381,700.00 32.952 3,624.72 1,660.952 182,704 095 HOT MIX ASPHALT (TYPE A) TON 80.0000 2,280,000.00 874.660 69,972.80 25,691.260 2,055,300 096 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 8.0000 960.00 114.000 912.00 114.000 912 097 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 8.0000 1,600.00 85.000 680.00 85.000 680 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 8.0000 1,600.00 185.000 1,480.00 185.000 1,480 099 DATA CORE LS 2,500.0000 2,500.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 4,400.00 512.000 4,096.00 512.000 4,096 101 TACK COAT TON 400.0000 12,000.00 3.900 1,560.00 23.830 9,532 102 GROUND ANCHOR (VERTICAL) EA 2,800.0000 218,400.00 78.000 218,400 (F) 103 STEEL SOLDIER PILING (W21 X 44) LF 30.0000 8,370.00 279.000 8,370 (F) PROGRAM CAS145 PAGE 5 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STEEL SOLDIER PILING (W21 X 68) LF 40.0000 16,880.00 -20.000 -800.00 422.000 16,880 (F) 105 STEEL SOLDIER PILING (W21 X 101) LF 100.0000 13,400.00 134.000 13,400 (F) 106 STEEL SOLDIER PILING (2 W18 X 35) LF 160.0000 196,000.00 1,225.000 196,000 (F) 107 STEEL SOLDIER PILING (2 W18 X 60) LF 180.0000 127,800.00 710.000 127,800 (F) 108 30" DRILLED HOLE LF 125.0000 345,750.00 2,766.000 345,750 (F) 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 114,400.00 -40.000 -5,200.00 807.700 105,001 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 (F) 111 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 225.0000 65,700.00 292.000 65,700 (F) 112 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 405,600.00 312.000 405,600 (F) 113 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 197,400.00 329.000 197,400 (F) 114 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,700.0000 11,900.00 7.000 11,900 (F) (TYPE EQ) 115 STRUCTURAL CONCRETE, BOX CULVERT CY 1,150.0000 1,423,700.00 72.980 83,927.00 1,240.120 1,426,138 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 346,500.00 31.600 47,400.00 231.000 346,500 (F) 117 MINOR CONCRETE (BACKFILL) CY 110.0000 13,200.00 124.520 13,697 118 ARCHITECTURAL TREATMENT SQFT 16.0000 45,936.00 287.000 4,592.00 2,871.000 45,936 (F) 119 ARCHITECTURAL TREATMENT SQFT 4.0000 23,240.00 5,810.000 23,240 (F) (TEXTURED SHOTCRETE) 120 ANTI-GRAFFITI COATING SQFT 1.0000 4,359.00 4,359.000 4,359.00 4,359.000 4,359 (F) 121 DRILL AND BOND DOWEL LF 25.0000 12,000.00 511.500 12,787 122 CONCRETE LAGGING (TYPE A) SQFT 45.0000 390,780.00 8,662.000 389,790 (F) 123 CONCRETE LAGGING (TYPE B) SQFT 45.0000 63,225.00 1,405.000 63,225 (F) 124 JOINT SEAL (MR 1 1/2") LF 100.0000 1,300.00 0.000 0 125 JOINT SEAL (MR 2") LF 100.0000 1,300.00 0.000 0 126 BAR REINFORCING STEEL LB 0.2500 51,417.75 14,466.000 3,616.50 206,041.000 51,510 (F) 127 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 162,427.00 162,427.000 162,427 (F) 128 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 122,150.00 122,150.000 122,150 (F) 129 HEADED BAR REINFORCEMENT EA 30.0000 2,640.00 88.000 2,640 (F) 130 SHOTCRETE CY 350.0000 185,500.00 530.000 185,500 (F) PROGRAM CAS145 PAGE 6 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH LAMINATED PANEL SIGN SQFT 36.0000 20,520.00 565.000 20,340.00 565.000 20,340 (2 1/2"-TYPE B) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 7,260.00 216.890 2,385.79 471.930 5,191 (0.063"-UNFRAMED) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 480.00 40.000 480.00 40.000 480 (0.080"-UNFRAMED) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 73.500 1,102.50 178.750 2,681 (0.063"-FRAMED) 135 ROADSIDE SIGN - ONE POST EA 210.0000 26,250.00 33.000 6,930.00 104.000 21,840 136 ROADSIDE SIGN - TWO POST EA 1,650.0000 24,750.00 7.000 11,550.00 12.000 19,800 137 PREPARE AND STAIN SHOTCRETE AND CONCRETE SQFT 2.5000 24,750.00 8,932.000 22,330 138 12" ALTERNATIVE PIPE CULVERT LF 55.0000 880.00 20.000 1,100 139 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 55.0000 161,150.00 2,341.300 128,771 140 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 55.0000 38,500.00 136.000 7,480.00 716.800 39,424 141 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 65.0000 1,560.00 23.200 1,508 142 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 39,650.00 608.900 39,578 143 30" ALTERNATIVE PIPE CULVERT LF 90.0000 97,200.00 1,214.400 109,296 144 36" ALTERNATIVE PIPE CULVERT LF 110.0000 12,100.00 106.000 11,660 145 8" PLASTIC PIPE LF 30.0000 26,700.00 714.120 21,423 146 18" CORRUGATED HIGH DENSITY POLYETHYENE LF 55.0000 8,250.00 145.000 7,975 PIPE 147 36" REINFORCED CONCRETE PIPE LF 250.0000 4,250.00 16.800 4,200 148 18" REINFORCED CONCRETE PIPE (CLASS V) LF 75.0000 6,000.00 76.700 5,752 149 4" CORRUGATED STEEL PIPE RISER LF 35.0000 2,450.00 60.000 2,100 (.064" THICK) 150 6" CORRUGATED STEEL PIPE (.079" THICK) LF 20.0000 1,220.00 61.000 1,220.00 61.000 1,220 151 8" CORRUGATED STEEL PIPE RISER LF 55.0000 9,900.00 140.000 7,700 (.064" THICK) 152 18" CORRUGATED STEEL PIPE (.079" THICK) LF 75.0000 1,275.00 16.500 1,237 153 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 81,200.00 6,986.700 69,867 154 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 267,500.00 9,816.000 245,400 155 FILTER FABRIC SQYD 1.2500 44,375.00 34,362.050 42,952 156 CLASS 3 PERMEABLE MATERIAL CY 45.0000 204,300.00 4,392.150 197,646 157 ANCHOR ASSEMBLY EA 250.0000 250.00 3.000 750.00 3.000 750 PROGRAM CAS145 PAGE 7 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DRAINAGE INLET MARKER EA 45.0000 2,745.00 0.000 0 159 6" CORRUGATED STEEL PIPE ENERGY EA 500.0000 500.00 1.000 500.00 1.000 500 DISSIPATOR 160 20" JACKED WELDED STEEL PIPE LF 525.0000 147,000.00 297.000 155,925 161 CATHODIC PROTECTION LS 35,000.0000 35,000.00 0.050 1,750.00 1.000 35,000 162 DISINFECTION OF PIPING LS 85,000.0000 85,000.00 1.000 85,000 163 WATER SERVICE CONNECTIONS LS 3,000.0000 3,000.00 1.000 3,000 164 4" AIR/VACUUM VALVE EA 9,000.0000 9,000.00 1.000 9,000 165 6" AIR/VACUUM VALVE EA 10,000.0000 30,000.00 3.000 30,000 166 8" AIR/VACUUM VALVE EA 11,000.0000 22,000.00 2.000 22,000 167 10" AIR/VACUUM VALVE EA 18,000.0000 18,000.00 1.000 18,000 168 30" BUTTERFLY VALVE EA 15,000.0000 150,000.00 8.000 120,000 169 TELEMETRY SYSTEM WIRE AND CONDUIT LF 3.0000 33,000.00 11,000.000 33,000 170 12" CEMENT-MORTAR LINED AND TAPE LF 250.0000 55,000.00 220.000 55,000 WRAPPED STEEL PIPE (0.134" THICK) 171 30" CEMENT-MORTAR LINED AND TAPE LF 260.0000 694,200.00 2,670.000 694,200 WRAPPED STEEL PIPE (0.134" THICK) 172 30" CEMENT-MORTAR LINED AND TAPE LF 575.0000 6,900.00 12.000 6,900 WRAPPED STEEL PIPE (.375") 173 36" CEMENT-MORTAR LINED AND TAPE LF 1,750.0000 8,750.00 5.000 8,750 WRAPPED STEEL PIPE (.375") 174 42" CEMENT-MORTAR LINED AND TAPE LF 280.0000 2,298,800.00 8,210.000 2,298,800 WRAPPED STEEL PIPE (0.188" THICK) 175 42" CEMENT-MORTAR LINED AND TAPE LF 1,400.0000 56,000.00 40.000 56,000 WRAPPED STEEL PIPE (0.375" THICK) 176 42" BUTTERFLY VALVE EA 50,000.0000 50,000.00 3.000 150,000 177 36" BUTTERFLY VALVE EA 35,000.0000 35,000.00 1.000 35,000 178 12" RESILIENT WEDGE GATE VALVE EA 3,000.0000 3,000.00 1.000 3,000 179 24" RESILIENT WEDGE GATE VALVE EA 20,000.0000 80,000.00 4.000 80,000 180 SALVAGING AQUEDUCT EQUIPMENT LS 13,000.0000 13,000.00 1.000 13,000 181 18" CONCRETE FLARED END SECTION EA 500.0000 2,000.00 4.000 2,000 182 12" ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 1.000 150 183 18" ALTERNATIVE FLARED END SECTION EA 200.0000 4,800.00 1.000 200.00 21.000 4,200 184 24" ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 3.000 900 PROGRAM CAS145 PAGE 8 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 30" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 5.000 2,000 186 36" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 187 ROCK SLOPE PROTECTION(GRANULAR MATERIAL) CY 1,500.0000 13,500.00 6.890 10,335 188 ROCK SLOPE PROTECTION CY 200.0000 86,000.00 399.270 79,854 (NO. 2, METHOD B) 189 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 200.0000 14,200.00 83.760 16,752 (CY) 190 CONCRETE (SLOPE PROTECTION) CY 325.0000 5,200.00 15.960 5,187 191 CONCRETED-ROCK SLOPE PROTECTION CY 150.0000 8,100.00 53.420 8,013 (COBBLE, METHOD B) 192 MINOR CONCRETE (DITCH LINING) CY 350.0000 346,500.00 12.073 4,225.55 1,002.080 350,728 193 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 1,610.00 154.790 154.79 1,562.100 1,562 194 MINOR CONCRETE (CURB) CY 400.0000 8,000.00 3.000 1,200.00 17.000 6,800 195 MINOR CONCRETE (MISCELLANEOUS CY 400.0000 2,000.00 5.000 2,000 CONSTRUCTION) 196 MINOR CONCRETE (DRIVEWAY) CY 400.0000 1,600.00 4.000 1,600.00 4.000 1,600 197 MINOR CONCRETE (TEXTURED PAVING) SQFT 12.0000 81,720.00 6,807.000 81,684 198 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,388.00 6,866.000 6,866.00 31,388.000 31,388 (F) 199 FENCE (NO CLIMB) LF 25.0000 10,250.00 410.000 10,250.00 410.000 10,250 200 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 26,700.00 1,194.000 17,910 (F) 201 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 221,200.00 2,907.000 40,698.00 16,160.000 226,240 202 FENCE (TYPE SPLIT WOOD) LF 35.0000 198,800.00 5,785.000 202,475 203 REMOVABLE BOLLARD EA 750.0000 4,500.00 5.000 3,750 204 4' CHAIN LINK GATE (TYPE CL-6) EA 1,250.0000 1,250.00 0.000 0 205 10' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 2.000 3,000 206 SURVEY MONUMENT (TYPE A) EA 550.0000 13,750.00 24.000 13,200 207 COUNTY STREET MONUMENT EA 550.0000 23,650.00 0.000 0 208 DELINEATOR (CLASS 1) EA 40.0000 2,360.00 0.000 0 209 GUARD RAILING DELINEATOR EA 30.0000 10,500.00 91.000 2,730 210 OBJECT MARKER EA 40.0000 1,240.00 0.000 0 211 METAL BEAM GUARD RAILING LF 25.0000 167,500.00 837.500 20,937.50 5,749.650 143,741 PROGRAM CAS145 PAGE 9 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 209,400.00 490.000 29,400.00 3,488.630 209,317 213 PIPE HANDRAILING LF 125.0000 8,500.00 68.000 8,500 214 SINGLE THRIE BEAM BARRIER LF 24.0000 12,240.00 400.000 9,600 215 DOUBLE THRIE BEAM BARRIER LF 50.0000 55,500.00 0.000 0 216 TRANSITION RAILING (TYPE WB) EA 3,000.0000 36,000.00 5.000 15,000.00 10.000 30,000 217 END CAP EA 150.0000 1,800.00 5.000 750.00 10.000 1,500 218 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 2,600.00 1.000 650 219 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 87,500.00 4.000 10,000.00 29.000 72,500 220 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 23,100.00 2.000 4,200.00 10.000 21,000 221 CONCRETE BARRIER (TYPE 60C) LF 165.0000 198,000.00 702.000 115,830 222 CONCRETE BARRIER (TYPE 60D) LF 80.0000 74,000.00 925.000 74,000 (F) 223 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 90.0000 26,010.00 0.000 0 (F) 224 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 25,920.00 0.000 0 225 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 1,817.00 0.000 0 226 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,780.00 0.000 0 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,700.00 0.000 0 (BROKEN 17-7) 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 230 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 231 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.7500 797.50 104.000 286.00 104.000 286 232 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,180.00 992.000 2,976.00 992.000 2,976 233 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 8,680.00 0.000 0 234 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.040 20.00 0.640 320 SYSTEM ELEMENTS DURING CONSTRUCTION 235 LIGHTING LS 135,000.0000 135,000.00 0.870 117,450 236 LIGHTING (COUNTY) LS 120,000.0000 120,000.00 0.190 22,800.00 0.889 106,680 237 LIGHTING (STAGE CONSTRUCTION) LS 36,000.0000 36,000.00 0.284 10,224.00 0.484 17,424 238 TRAFFIC OPERATIONS SYSTEM LS 130,000.0000 130,000.00 0.120 15,600.00 0.920 119,600 PROGRAM CAS145 PAGE 10 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 INTEGRATED CAMERA UNIT EA 8,000.0000 8,000.00 0.000 0 240 CAMERA CONTROL UNIT EA 8,000.0000 8,000.00 0.000 0 241 VIDEO ENCODER UNIT EA 8,000.0000 8,000.00 0.000 0 242 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 4,000.00 0.000 0 MODEM ASSEMBLY 243 FIRE HYDRANT EA 10,000.0000 50,000.00 5.000 50,000 244 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 245 SAND BACKFILL CY 50.0000 75,000.00 1,440.000 72,000 246 CONCRETE BARRIER (TYPE 60) LF 140.0000 9,800.00 63.000 8,820 247 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 16,400.00 48,570.000 9,714.00 48,570.000 9,714 PROGRAM CAS145 PAGE 11 DATE 08/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264074 TIME 08:18 AM ESTIMATE NO. 20 BID OPENING 08/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 08/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 708,055.70 19,497,344.15 ADJUSTMENT OF COMPENSATION 10,136.61 183,400.87 EXTRA WORK 138,307.28 1,584,929.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 856,499.59 21,265,674.74 248 MOBILIZATION LS 2,200,000.0000 2,200,000.00 1.000 2,200,000 ORIGINAL CONTRACT AMOUNT 22,924,294.75 TOTAL WORK COMPLETED 856,499.59 23,465,674.74 MATERIALS ON HAND ON SITE 61,302.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -14,420.00 TOTAL 853,499.59 23,512,557.05 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 10/17/12 575 01/18/13 12/11/12 09/30/14 331 90 0 0 94% 58% PROGRESS IS SATISFACTORY CHOI, GINA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/14