PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/23/13 EST. NO.15 TIME 02:02 PM R.E. NAME: ARROYO, HECTOR 07-260704 --------------------------------------------------------------------------- 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 0109-1 -1,601.64 E.W. @ F.A.(+) 030713 N 0109 0 DAO CORRECTING ENTRY 0109-2 1,127.27 030713 N 0109 0 DAO CORRECTING ENTRY 0110 752.36 032113 N 0110 0 004 0001 2,569.50 E.W. @ U.P (+) 042313 N 0001 0 014 0031 463.71 E.W. @ F.A.(+) 042213 N 0031 0 0033 300.17 050113 N 0033 0 0034 300.17 050313 N 0034 0 019 0012 21,484.36 E.W. @ F.A.(+) 042313 N 0012 0 0013 34,654.55 042513 N 0013 0 022 0019 1,568.45 E.W. @ F.A.(+) 110612 N 0019 0 0020 3,479.96 022212 N 0020 0 0021 2,044.38 030813 N 0021 0 0022 890.86 032613 N 0022 0 024 0008 4,934.92 E.W. @ F.A.(+) 112012 N 0008 0 0009 234.69 042113 N 0009 0 73,203.71 TOTAL THIS ESTIMATE 622,946.97 TOTAL PREVIOUS ESTIMATE 696,150.68 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/23/13 EST. NO.15 TIME 02:02 PM R.E. NAME: ARROYO, HECTOR 07-260704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MAR&APR MISS PAYROLL -10,000.00 06 MAR&APR MISS PAYROLL 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 LOCATION PROGRESS ESTIMATE 07-VEN-101-R39.8/R43.6 ----------------- GRANITE CONSTRUCTION COMPANY IN VENTURA & SANTA BARBARA COUNTIES P O BOX 50085 FROM MOBILE PIER UNDERCROSSING TO WATSONVILLE CA 950775085 0.4 MILE SOUTH OF CASITAS PASS ROAD FED. AID NO. N O N E WIDEN RDWY W/JPCP OVER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 RESIDENT ENGINEERS OFFICE LS 286,000.0000 286,000.00 0.750 214,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500 003 TIME-RELATED OVERHEAD WDAY 4,220.0000 3,882,400.00 17.000 71,740.00 256.000 1,080,320 004 TEMPORARY FENCE (TYPE ESA) LF 2.2000 24,200.00 16,374.000 36,022 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.025 1,250.00 0.350 17,500 006 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.6000 2,600.00 1,835.000 4,771 008 TEMPORARY SILT FENCE LF 2.9500 206,500.00 828.000 2,442 009 TEMPORARY COVER SQYD 1.1000 132,000.00 4,600.000 5,060 010 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 28,350.00 164.000 17,220 011 STREET SWEEPING LS 268,800.0000 268,800.00 0.025 6,720.00 0.350 94,080 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.025 375.00 0.350 5,250 013 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 014 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.800 25,600 015 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.025 12,500.00 0.350 175,000 016 TYPE III BARRICADE EA 100.0000 900.00 0.000 0 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1000 3,723.00 500.000 2,550 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 44,400.00 90,670.000 68,002 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,520.00 209.000 6,270 020 TEMPORARY PAVEMENT MARKER EA 5.1000 13,872.00 4,078.000 20,797 021 TEMPORARY RAILING (TYPE K) LF 7.8000 998,400.00 1,000.000 7,800.00 77,920.000 607,776 022 TEMPORARY CRASH CUSHION MODULE EA 120.0000 40,800.00 14.000 1,680.00 238.000 28,560 PROGRAM CAS145 PAGE 2 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 51,645.00 92,108.000 50,659 STRIPE (HAZARDOUS WASTE) 024 ABANDON INLET EA 465.0000 3,255.00 7.000 3,255 025 ABANDON PIPELINE LF 15.0000 8,250.00 550.000 8,250 026 REMOVE CHAIN LINK FENCE LF 6.0000 6,240.00 500.000 3,000 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 94,215.00 43,579.000 23,968 028 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0500 533.00 126.000 258 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 43,780.00 86,663.000 47,664 030 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0500 943.00 1,455.000 2,982 031 REMOVE PAVEMENT MARKER EA 1.0000 24,500.00 12,442.000 12,442 032 REMOVE ROADSIDE SIGN EA 1.4000 224.00 98.000 137 033 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 3,135.00 2,156.000 5,929 034 REMOVE CULVERT LF 90.0000 14,850.00 165.000 14,850 035 REMOVE PIPE LF 18.0000 1,476.00 13.000 234.00 84.000 1,512 036 REMOVE INLET EA 106.0000 2,544.00 22.000 2,332 037 REMOVE RETAINING WALL LF 28.0000 5,516.00 0.000 0 (F) 038 REMOVE ASPHALT CONCRETE SURFACING AND CY 83.0000 4,648.00 56.000 4,648 AGGREGATE BASE 039 SALVAGE SINGLE THRIE BEAM BARRIER LF 5.5500 132,090.00 19,365.000 107,475 040 SALVAGE DOUBLE THRIE BEAM BARRIER LF 6.8500 109,600.00 918.000 6,288.30 15,542.000 106,462 041 SALVAGE METAL BEAM GUARD RAILING LF 5.5500 49,950.00 1,389.000 7,708 042 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 25.0000 8,000.00 320.000 8,000 043 SALVAGE CRASH CUSHION (TYPE REACT 9CBB) EA 2,000.0000 2,000.00 1.000 2,000 044 RELOCATE ROADSIDE SIGN (METAL POST) EA 150.0000 300.00 0.000 0 045 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 150.00 0.000 0 046 SALVAGE CRASH CUSHION (TYPE REACT PSCBS) EA 3,330.0000 16,650.00 4.000 13,320 047 ADJUST INLET EA 2,600.0000 41,600.00 4.000 10,400.00 10.000 26,000 048 REPLACE SIGN PANEL EA 100.0000 900.00 4.000 400 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 90,675.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 172.0000 11,868.00 7.400 1,272.80 43.500 7,482 051 REMOVE CONCRETE BARRIER LF 10.0000 108,000.00 592.000 5,920 052 CAP INLET EA 1,320.0000 13,200.00 5.000 6,600.00 11.000 14,520 053 BRIDGE REMOVAL (PORTION) LS 27,200.0000 27,200.00 1.000 27,200 054 NATIVE AMERICAN MONITOR WDAY 500.0000 150,000.00 13.000 6,500.00 162.000 81,000 055 CLEARING AND GRUBBING LS 59,600.0000 59,600.00 0.700 41,720 056 ROADWAY EXCAVATION CY 11.3000 1,127,740.00 11,158.000 126,085.40 78,613.000 888,326 057 ROADWAY EXCAVATION (TYPE Y-1) CY 50.0000 43,500.00 1,389.000 69,450 (AERIALLY DEPOSITED LEAD) 058 ROADWAY EXCAVATION (TYPE Y-2) CY 30.0000 147,900.00 4,930.000 147,900 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 060 ADL BURIAL LOCATION REPORT LS 2,300.0000 2,300.00 0.500 1,150 061 STRUCTURE EXCAVATION (BRIDGE) CY 32.0000 28,704.00 897.000 28,704 (F) 062 ROCK SLOPE PROTECTION EXCAVATION CY 3.6500 34,237.00 0.000 0 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 13.0000 241,800.00 6,329.000 82,277 (F) 064 STRUCTURE EXCAVATION (TYPE Y-1) CY 86.0000 22,102.00 300.000 25,800.00 349.000 30,014 (F) (AERIALLY DEPOSITED LEAD) 065 STRUCTURE EXCAVATION (TYPE Y-2) CY 32.0000 36,800.00 1,150.000 36,800 (F) (AERIALLY DEPOSITED LEAD) 066 STRUCTURE EXCAVATION (PETROLEUM CY 87.0000 19,401.00 223.000 19,401 (F) HYDROCARBON) 067 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 29,260.00 360.000 19,800 (F) 068 NATIVE BACKFILL CY 8.6000 9,589.00 0.000 0 (F) 069 SLURRY FILL CY 185.0000 93,055.00 48.000 8,880 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 23.0000 428,145.00 3,706.000 85,238 (F) 071 PERVIOUS BACKFILL MATERIAL (RETAINING CY 28.0000 16,520.00 201.000 5,628 WALL) 072 SAND BACKFILL CY 31.0000 1,116.00 36.000 1,116 073 DITCH EXCAVATION CY 1.0000 1,590.00 0.000 0 074 HIGHWAY PLANTING LS 114,000.0000 114,000.00 0.030 3,420.00 0.030 3,420 075 IMPORTED TOPSOIL CY 50.0000 175,000.00 0.000 0 076 BOULDERS (3) EA 333.0000 4,995.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BOULDERS (2) EA 420.0000 4,200.00 0.000 0 078 BOULDERS (1) EA 708.0000 3,540.00 0.000 0 079 ROCK BLANKET SQYD 66.0000 15,840.00 0.000 0 080 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 37,500.00 0.000 0 081 MAINTAIN EXISTING PLANTED AREAS LS 28,300.0000 28,300.00 0.100 2,830 082 PLANT ESTABLISHMENT WORK LS 40,700.0000 40,700.00 0.000 0 083 FIELD UNIT EA 25,000.0000 25,000.00 0.000 0 084 IRRIGATION SYSTEM LS 251,000.0000 251,000.00 0.150 37,650.00 0.550 138,050 085 NPS 3 SUPPLY LINE (BRIDGE) LF 81.0000 17,496.00 216.000 17,496 (F) 086 8" CORRUGATED HIGH DENSITY LF 30.0000 5,400.00 0.000 0 POLYETHYLENE PIPE CONDUIT 087 AGGREGATE BASE (APPROACH SLAB) CY 60.0000 1,920.00 0.000 0 088 CLASS 3 AGGREGATE BASE CY 23.0000 1,060,300.00 5,530.000 127,190.00 35,136.000 808,128 089 CLASS D AGGREGATE BASE CY 46.0000 561,200.00 0.000 0 090 LEAN CONCRETE BASE CY 74.0000 2,183,000.00 784.850 58,078.90 14,069.530 1,041,145 091 LEAN CONCRETE BASE (RAPID SETTING) CY 191.0000 13,943.00 0.000 0 092 HOT MIX ASPHALT TON 65.0000 1,612,000.00 8,778.210 570,583 093 HOT MIX ASPHALT (TYPE B) TON 73.0000 3,869.00 0.000 0 094 DATA CORE LS 3,370.0000 3,370.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.3500 508.00 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.3500 9,144.00 75.000 476 097 PLACE HOT MIX ASPHALT SQYD 25.0000 5,075.00 0.000 0 (MISCELLANEOUS AREA) 098 TACK COAT TON 600.0000 16,200.00 6.990 4,194 099 JOINTED PLAIN CONCRETE PAVEMENT CY 158.0000 8,484,600.00 5,345.130 844,530.54 25,326.040 4,001,514 100 CONCRETE PAVEMENT (RAPID STRENGTH CY 243.0000 34,020.00 0.000 0 CONCRETE) 101 SEAL PAVEMENT JOINT LF 2.9500 592,065.00 15,341.000 45,255.95 17,524.000 51,695 102 SEAL ISOLATION JOINT LF 6.9000 350,520.00 3,801.000 26,226.90 3,801.000 26,226 103 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 92,190.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 246.0000 201,228.00 368.000 90,528.00 817.000 200,982 105 FURNISH PILING (CLASS 90) LF 32.0000 314,816.00 0.000 0 106 DRIVE PILE (CLASS 90) EA 1,160.0000 370,040.00 148.000 171,680 107 FURNISH PILE (CLASS 200) LF 36.0000 179,856.00 1,996.000 71,856 108 DRIVE PILING (CLASS 200) EA 1,160.0000 169,360.00 44.000 51,040 109 PRESTRESSING CAST-IN-PLACE CONCRETE LS 87,800.0000 87,800.00 1.000 87,800 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 380.0000 34,200.00 90.000 34,200 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 604.0000 887,880.00 890.000 537,560 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 308.0000 2,720,872.00 441.000 135,828.00 2,833.000 872,564 (F) 113 STRUCTURAL CONCRETE, SLAB CY 164.0000 12,464.00 0.000 0 (F) 114 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 81,000.00 162.000 81,000 (F) (TYPE N) 115 STRUCTURAL CONCRETE, APPROACH SLAB CY 588.0000 186,984.00 164.000 96,432 (TYPE R) 116 4'X8' PRECAST REINFORCED CONCRETE BOX LF 1,162.0000 165,004.00 146.500 170,233 CULVERT 117 STRUCTURAL CONCRETE, BOX CULVERT CY 763.0000 86,371.60 27.000 20,601 (F) 118 8'X8' PRECAST REINFORCED CONCRETE BOX LF 1,508.4000 214,192.80 135.000 203,634 CULVERT 119 MINOR CONCRETE (MINOR STRUCTURE) CY 2,220.0000 595,848.00 22.900 50,838.00 147.100 326,562 (F) 120 MINOR CONCRETE (APRON) CY 611.0000 3,666.00 6.000 3,666 (F) 121 MINOR CONCRETE (BACKFILL) CY 100.0000 1,300.00 0.000 0 (F) 122 PAVING NOTCH EXTENSION CF 74.0000 13,986.00 105.000 7,770 123 ARCHITECTURAL TEXTURE (SEASIDE MOTIF) SQFT 17.0000 221,442.00 3,304.000 56,168 (F) 124 ARCHITECTURAL TREATMENT SQFT 10.0000 336,150.00 20,615.000 206,150 (F) 125 JACKING SUPERSTRUCTURE LS 54,300.0000 54,300.00 1.000 54,300 126 SOUND WALL (MASONRY BLOCK) SQFT 19.0000 267,748.00 0.000 0 (F) 127 JOINT SEAL (TYPE A) (MODIFIED) LF 25.0000 2,500.00 0.000 0 128 JOINT SEAL (MR 1") LF 152.0000 66,576.00 0.000 0 129 BAR REINFORCING STEEL (SLAB) LB 1.5400 8,670.20 0.000 0 (F) 130 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 375,500.00 249,400.000 249,400 (F) PROGRAM CAS145 PAGE 6 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 545,523.20 17,072.000 27,315.20 167,772.000 268,435 (F) 132 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4000 434,308.00 19,800.000 27,720 (F) (RETAINING WALL) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5400 15,376.28 0.000 0 (F) 134 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4500 16,947.60 6,286.000 9,114 (F) (BOX CULVERT) 135 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 57,451.35 34,000.000 56,100 (F) (BRIDGE) 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 63,931.20 0.000 0 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 5,888.40 0.000 0 (F) 139 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 10,440.00 223.000 4,014 140 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 6,800.00 0.000 0 (2 1/2"-TYPE B) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 14,850.00 53.830 592 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 12,430.00 16.000 176 (0.080"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,680.00 30.000 420 (0.063"-FRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 10,800.00 229.500 3,442 (0.080"-FRAMED) 145 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,410.0000 36,660.00 0.000 0 (SIGN FOUNDATION) 146 METAL (BARRIER MOUNTED SIGN) LB 5.0000 39,000.00 0.000 0 147 ROADSIDE SIGN (METAL POST) EA 250.0000 500.00 0.000 0 148 ROADSIDE SIGN - ONE POST EA 200.0000 22,000.00 3.000 600 149 ROADSIDE SIGN - TWO POST EA 400.0000 5,200.00 3.000 1,200 150 INSTALL SIGN OVERLAY SQFT 15.0000 105.00 0.000 0 151 INSTALL ROADSIDE SIGN EA 1,500.0000 18,000.00 3.000 4,500 (LAMINATED WOOD BOX POST) 152 18" REINFORCED CONCRETE PIPE LF 45.0000 38,250.00 148.000 6,660.00 557.000 25,065 153 24" REINFORCED CONCRETE PIPE LF 60.0000 88,200.00 428.000 25,680.00 1,163.000 69,780 154 18" CORRUGATED STEEL PIPE (.079" THICK) LF 91.0000 29,120.00 18.000 1,638.00 382.000 34,762 155 18" SLOTTED CORRUGATED STEEL PIPE LF 56.0000 544,880.00 281.000 15,736.00 6,557.500 367,220 (.079" THICK) 156 FLUME DOWNDRAIN LF 76.0000 760.00 0.000 0 157 18" TAPERED INLET EA 272.0000 272.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 GRATED LINE DRAIN LF 96.0000 12,480.00 0.000 0 159 U-STYLE BIKE RACK (TYPE 1) EA 1,210.0000 4,840.00 0.000 0 160 U-STYLE BIKE RACK (TYPE 2) EA 1,060.0000 1,060.00 0.000 0 161 18" STEEL FLARED END SECTION EA 397.0000 397.00 0.000 0 162 SET ROCK SLOPE PROTECTION CY 13.0000 44,213.00 0.000 0 (F) 163 ROCK SLOPE PROTECTION CY 310.0000 3,410.00 3.000 930 (FACING, METHOD B) 164 ROCK SLOPE PROTECTION FABRIC SQYD 5.7500 21,361.25 8.700 50 165 MINOR CONCRETE (GUTTER) LF 17.0000 5,831.00 0.000 0 (F) 166 MINOR CONCRETE (SIDEWALK) CY 125.0000 3,750.00 0.000 0 (F) 167 MINOR CONCRETE (CURB, SIDEWALK AND CY 501.0000 2,505.00 0.000 0 CURB RAMP) 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 100,455.30 5,831.000 6,414.10 46,107.000 50,717 (F) 169 MISCELLANEOUS METAL (BRIDGE) LB 7.4000 8,302.80 762.000 5,638 (F) 170 CHAIN LINK FENCE (TYPE CL-6) LF 29.0000 8,120.00 0.000 0 171 DELINEATOR (CLASS 1) EA 32.0000 224.00 0.000 0 172 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 32,250.00 225.000 5,625.00 225.000 5,625 173 CHAIN LINK RAILING (TYPE 3) LF 71.0000 22,045.50 0.000 0 (F) 174 CA ST-10 BRIDGE RAILING (MOD) LF 222.0000 22,200.00 0.000 0 (F) 175 CA ST-10 RAILING (MOD) LF 270.0000 4,752,000.00 0.000 0 176 PEDESTRIAN BRIDGE RAILING LF 110.0000 158,400.00 0.000 0 (F) 177 PEDESTRIAN RAILING LF 114.0000 1,653,000.00 0.000 0 178 PIPE HANDRAILING (MODIFIED) LF 86.0000 138,202.00 0.000 0 179 CABLE RAILING LF 17.0000 3,570.00 130.000 2,210 (F) 180 TRANSITION RAILING (TYPE WB) EA 2,980.0000 8,940.00 0.000 0 181 END ANCHOR ASSEMBLY (TYPE SFT) EA 706.0000 8,472.00 1.000 706.00 1.000 706 182 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,020.0000 39,260.00 0.000 0 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 0.000 0 184 CRASH CUSHION (REACT 9CBB) EA 42,200.0000 126,600.00 2.000 84,400 PROGRAM CAS145 PAGE 8 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CRASH CUSHION (REACT 4CBB) EA 31,100.0000 124,400.00 0.000 0 186 CONCRETE BARRIER (TYPE 60) LF 39.0000 444,600.00 9,141.000 356,499 187 CONCRETE BARRIER (TYPE 60A) LF 41.2100 9,313.46 0.000 0 (F) 188 CONCRETE BARRIER (TYPE 60C) LF 103.0000 115,360.00 31.000 3,193.00 1,174.000 120,922 189 CONCRETE BARRIER (TYPE 60D) LF 51.0000 16,830.00 325.000 16,575.00 325.000 16,575 190 CONCRETE BARRIER (TYPE 60S) LF 30.0000 27,300.00 0.000 0 191 CONCRETE BARRIER (TYPE 60SC) LF 74.0000 263,440.00 0.000 0 192 CONCRETE BARRIER (TYPE 60W MOD) LF 116.0000 1,867,600.00 0.000 0 193 CONCRETE BARRIER (MEDIAN PLANTER END LF 204.0000 5,100.00 0.000 0 WALL) 194 CONCRETE BARRIER (TYPE 732) LF 75.0000 24,450.00 261.000 19,575.00 326.000 24,450 (F) 195 CONCRETE BARRIER (TYPE 736) LF 74.0000 483,442.00 3,152.000 233,248 (F) 196 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 114.0000 46,740.00 410.000 46,740 (F) 197 CONCRETE BARRIER (TYPE 60S MOD) LF 35.0000 19,950.00 0.000 0 198 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 87.0000 182,613.00 794.000 69,078 (F) 199 CONCRETE BARRIER (TYPE 60S MOD) LF 175.9700 10,734.17 0.000 0 TRANSITION 200 CONCRETE BARRIER (TYPE 736SV) LF 114.0000 44,688.00 0.000 0 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 82,170.00 0.000 0 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 8,405.00 0.000 0 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,300.00 0.000 0 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0500 20,128.50 0.000 0 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 21,360.00 0.000 0 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 390.00 0.000 0 (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 165,750.00 158,800.000 79,400 208 PAINT PAVEMENT MARKING SQFT 3.0500 2,745.00 0.000 0 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 31,200.00 4,336.000 6,504 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0500 40,905.00 2,556.000 10,351 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,940.0000 2,940.00 0.500 1,470 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING (TEMPORARY) LS 24,500.0000 24,500.00 0.300 7,350 213 LIGHTING LS 148,000.0000 148,000.00 0.400 59,200 214 CHANGEABLE MESSAGE SIGN VE398 LS 190,000.0000 190,000.00 0.000 0 215 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 3,500.00 90.000 2,250 216 TRAFFIC MONITORING STATION LS 13,700.0000 13,700.00 0.050 685 217 CLOSED CIRCUIT TELEVISION CAMERA LS 26,800.0000 26,800.00 0.050 1,340 (LOCATION VE 398) 218 VEHICLE CLASSIFICATION STATION LS 142,000.0000 142,000.00 0.050 7,100 219 RAMP METERING SYSTEM LS 125,000.0000 125,000.00 0.200 25,000 220 MODIFY LIGHTING LS 419,000.0000 419,000.00 0.650 272,350 221 REMOVE FLASHING BEACON LS 7,430.0000 7,430.00 0.500 3,715 222 SYSTEM TESTING AND DOCUMENTATION LS 8,580.0000 8,580.00 0.000 0 223 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 224 RAIN EVENT ACTION PLAN EA 500.0000 57,500.00 1.000 500.00 11.000 5,500 225 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 60,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 02:02 PM ESTIMATE NO. 15 BID OPENING 12/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 05/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,834,409.09 17,023,010.75 ADJUSTMENT OF COMPENSATION 0.00 17,670.72 EXTRA WORK 73,203.71 678,479.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,907,612.80 17,719,161.43 226 MOBILIZATION LS 4,664,165.3900 4,664,165.39 0.950 4,430,957 ORIGINAL CONTRACT AMOUNT 52,499,002.00 TOTAL WORK COMPLETED 1,907,612.80 22,150,118.55 MATERIALS ON HAND ON SITE 980,335.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,907,612.80 23,130,454.06 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 01/18/12 1170 03/13/12 03/13/12 11/19/15 256 40 1 0 41% 22% PROGRESS IS SATISFACTORY ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/13