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 07/27/17 EST. NO. 061 TIME 01:37 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 --------------------------------------------------------------------------- 064 0003 24,113.58 A.C. @ L.S.(+) 062117 N 1 0 066 0001 21,070.43 E.W. @ F.A.(+) 062917 N 1 0 0002 4,220.00 071817 N 2 0 49,404.01 TOTAL THIS ESTIMATE 7,115,830.89 TOTAL PREVIOUS ESTIMATE 7,165,234.90 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 07/27/17 EST. NO. 061 TIME 01:37 PM R.E. NAME: ARROYO, HECTOR 07-260704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC CONCRETE -231.00 016 NON COMPLIANCE SPEC -8,000.00 052 NON COMPLIANCE SPEC 8,000.00 054 OUT OF SPEC CONCRETE 231.00 061 231.00 0.00 LABOR COMPLIANCE VIOLATION MAR&APR MISS PAYROLL -10,000.00 006 MAR&APR MISS PAYROLL 10,000.00 011 AUG 2015 CPR'S -3,000.00 043 AUG 2015 CPR'S 3,000.00 045 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM-2402S -10,000.00 061 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -9,769.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 286,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD WDAY 4,220.0000 3,882,400.00 921.000 3,886,620 004 TEMPORARY FENCE (TYPE ESA) LF 2.2000 24,200.00 -640.000 -1,408.00 15,734.000 34,614 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 006 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 1,400.000 3,640 008 TEMPORARY SILT FENCE LF 2.9500 206,500.00 7,900.000 23,305 009 TEMPORARY COVER SQYD 1.1000 132,000.00 63,480.000 69,828 010 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 28,350.00 196.000 20,580 011 STREET SWEEPING LS 268,800.0000 268,800.00 1.000 268,800 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 013 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 014 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 1.000 32,000 015 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 016 TYPE III BARRICADE EA 100.0000 900.00 1.000 100 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.1000 3,723.00 1,154.000 5,885 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 44,400.00 146,935.000 110,201 019 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,520.00 209.000 6,270 020 TEMPORARY PAVEMENT MARKER EA 5.1000 13,872.00 5,898.000 30,079 021 TEMPORARY RAILING (TYPE K) LF 7.8000 998,400.00 121,040.000 944,112 022 TEMPORARY CRASH CUSHION MODULE EA 120.0000 40,800.00 392.000 47,040 PROGRAM CAS145 PAGE 2 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,268.000 7,608 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 94,215.00 293,075.000 161,191 028 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0500 533.00 1,586.000 3,251 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 43,780.00 119,213.000 65,567 030 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0500 943.00 4,009.000 8,218 031 REMOVE PAVEMENT MARKER EA 1.0000 24,500.00 26,997.000 26,997 032 REMOVE ROADSIDE SIGN EA 1.4000 224.00 160.000 224 033 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 92.800 1,670 036 REMOVE INLET EA 106.0000 2,544.00 24.000 2,544 037 REMOVE RETAINING WALL LF 28.0000 5,516.00 197.000 5,516 (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 21,191.000 117,610 040 SALVAGE DOUBLE THRIE BEAM BARRIER LF 6.8500 109,600.00 15,892.000 108,860 041 SALVAGE METAL BEAM GUARD RAILING LF 5.5500 49,950.00 9,069.000 50,332 042 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 25.0000 8,000.00 545.000 13,625 043 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 2.000 300 045 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 150.00 3.000 450 046 SALVAGE CRASH CUSHION (TYPE REACT PSCBS) EA 3,330.0000 16,650.00 5.000 16,650 047 ADJUST INLET EA 2,600.0000 41,600.00 20.000 52,000 048 REPLACE SIGN PANEL EA 100.0000 900.00 10.000 1,000 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 90,675.00 52,000.000 117,000 PROGRAM CAS145 PAGE 3 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.900 12,022 051 REMOVE CONCRETE BARRIER LF 10.0000 108,000.00 10,757.000 107,570 052 CAP INLET EA 1,320.0000 13,200.00 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 150,000.00 343.000 171,500 055 CLEARING AND GRUBBING LS 59,600.0000 59,600.00 1.000 59,600 056 ROADWAY EXCAVATION CY 11.3000 1,127,740.00 5,357.000 60,534.10 121,335.370 1,371,089 057 ROADWAY EXCAVATION (TYPE Y-1) CY 50.0000 43,500.00 2,277.000 113,850 (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 1.000 2,300 061 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 9,380.000 34,237 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 13.0000 241,800.00 15,927.000 207,051 (F) 064 STRUCTURE EXCAVATION (TYPE Y-1) CY 86.0000 22,102.00 536.000 46,096 (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 29,260.00 532.000 29,260 (F) 068 NATIVE BACKFILL CY 8.6000 9,589.00 1,115.000 9,589 (F) 069 SLURRY FILL CY 185.0000 93,055.00 503.000 93,055 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 23.0000 428,145.00 15,796.000 363,308 (F) 071 PERVIOUS BACKFILL MATERIAL (RETAINING CY 28.0000 16,520.00 653.000 18,284 WALL) 072 SAND BACKFILL CY 31.0000 1,116.00 36.000 1,116 073 DITCH EXCAVATION CY 1.0000 1,590.00 1,589.000 1,589 074 HIGHWAY PLANTING LS 114,000.0000 114,000.00 1.000 114,000 075 IMPORTED TOPSOIL CY 50.0000 175,000.00 3,500.000 175,000 076 BOULDERS (3) EA 333.0000 4,995.00 5.000 1,665 PROGRAM CAS145 PAGE 4 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 5,040 078 BOULDERS (1) EA 708.0000 3,540.00 3.000 2,124 079 ROCK BLANKET SQYD 66.0000 15,840.00 240.000 15,840 080 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 37,500.00 257,700.000 38,655 081 MAINTAIN EXISTING PLANTED AREAS LS 28,300.0000 28,300.00 1.000 28,300 082 PLANT ESTABLISHMENT WORK LS 40,700.0000 40,700.00 1.000 40,700 083 FIELD UNIT EA 25,000.0000 25,000.00 1.000 25,000 084 IRRIGATION SYSTEM LS 251,000.0000 251,000.00 1.000 251,000 085 NPS 3 SUPPLY LINE (BRIDGE) LF 81.0000 17,496.00 216.000 17,496 (F) 086 8" CORRUGATED HIGH DENSITY LF 30.0000 5,400.00 180.000 5,400 POLYETHYLENE PIPE CONDUIT 087 AGGREGATE BASE (APPROACH SLAB) CY 60.0000 1,920.00 28.220 1,693 088 CLASS 3 AGGREGATE BASE CY 23.0000 1,060,300.00 52,857.000 1,215,711 089 CLASS D AGGREGATE BASE CY 46.0000 561,200.00 96.400 4,434 090 LEAN CONCRETE BASE CY 74.0000 2,183,000.00 29,319.350 2,169,631 091 LEAN CONCRETE BASE (RAPID SETTING) CY 191.0000 13,943.00 63.050 12,042 092 HOT MIX ASPHALT TON 65.0000 1,612,000.00 21,986.920 1,429,149 093 HOT MIX ASPHALT (TYPE B) TON 73.0000 3,869.00 1.000 73.00 1.000 73 094 DATA CORE LS 3,370.0000 3,370.00 1.000 3,370 095 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.3500 508.00 720.000 4,572 096 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.3500 9,144.00 2,265.000 14,382 097 PLACE HOT MIX ASPHALT SQYD 25.0000 5,075.00 396.000 9,900 (MISCELLANEOUS AREA) 098 TACK COAT TON 600.0000 16,200.00 26.510 15,906 099 JOINTED PLAIN CONCRETE PAVEMENT CY 158.0000 8,484,600.00 56,321.660 8,898,822 100 CONCRETE PAVEMENT (RAPID STRENGTH CY 243.0000 34,020.00 109.070 26,504 CONCRETE) 101 SEAL PAVEMENT JOINT LF 2.9500 592,065.00 197,395.000 582,315 102 SEAL ISOLATION JOINT LF 6.9000 350,520.00 49,878.000 344,158 103 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 92,190.00 1,317.000 92,190 PROGRAM CAS145 PAGE 5 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,228.00 817.000 200,982 105 FURNISH PILING (CLASS 90) LF 32.0000 314,816.00 9,870.000 315,840 106 DRIVE PILE (CLASS 90) EA 1,160.0000 370,040.00 89.000 103,240 107 FURNISH PILE (CLASS 200) LF 36.0000 179,856.00 4,996.000 179,856 108 DRIVE PILING (CLASS 200) EA 1,160.0000 169,360.00 146.000 169,360 109 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 1,470.000 887,880 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 308.0000 2,720,872.00 -0.300 -92.40 7,913.000 2,437,204 (F) 113 STRUCTURAL CONCRETE, SLAB CY 164.0000 12,464.00 76.000 12,464 (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 186,984.00 335.520 197,285 (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 86,371.60 108.940 83,121 (F) 118 8'X8' PRECAST REINFORCED CONCRETE BOX LF 1,508.4000 214,192.80 142.000 214,192 CULVERT 119 MINOR CONCRETE (MINOR STRUCTURE) CY 2,220.0000 595,848.00 3.140 6,970.80 272.920 605,882 (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 13.000 1,300 (F) 122 PAVING NOTCH EXTENSION CF 74.0000 13,986.00 210.090 15,546 123 ARCHITECTURAL TEXTURE (SEASIDE MOTIF) SQFT 17.0000 221,442.00 -2,189.000 -37,213.00 10,837.000 184,229 (F) 124 ARCHITECTURAL TREATMENT SQFT 10.0000 336,150.00 56,286.000 562,860 (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 14,092.000 267,748 (F) 127 JOINT SEAL (TYPE A) (MODIFIED) LF 25.0000 2,500.00 3.000 75.00 3.000 75 128 JOINT SEAL (MR 1") LF 152.0000 66,576.00 420.950 63,984 129 BAR REINFORCING STEEL (SLAB) LB 1.5400 8,670.20 5,630.000 8,670 (F) 130 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 375,500.00 375,500.000 375,500 (F) PROGRAM CAS145 PAGE 6 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 545,523.20 290,762.000 465,219 (F) 132 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4000 434,308.00 304,533.000 426,346 (F) (RETAINING WALL) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5400 15,376.28 9,238.600 14,227 (F) 134 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4500 16,947.60 11,688.000 16,947 (F) (BOX CULVERT) 135 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 57,451.35 34,819.000 57,451 (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 16,824.000 63,931 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 5,888.40 16,824.000 5,888 (F) 139 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 10,440.00 572.410 10,303 140 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 6,800.00 332.000 6,640 (2 1/2"-TYPE B) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 14,850.00 1,817.780 19,995 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 12,430.00 629.250 6,921 (0.080"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,680.00 174.000 2,436 (0.063"-FRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 10,800.00 710.630 10,659 (0.080"-FRAMED) 145 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,410.0000 36,660.00 26.000 36,660 (SIGN FOUNDATION) 146 METAL (BARRIER MOUNTED SIGN) LB 5.0000 39,000.00 9,062.930 45,314 147 ROADSIDE SIGN (METAL POST) EA 250.0000 500.00 3.000 750 148 ROADSIDE SIGN - ONE POST EA 200.0000 22,000.00 116.000 23,200 149 ROADSIDE SIGN - TWO POST EA 400.0000 5,200.00 12.000 4,800 150 INSTALL SIGN OVERLAY SQFT 15.0000 105.00 6.250 93 151 INSTALL ROADSIDE SIGN EA 1,500.0000 18,000.00 12.000 18,000 (LAMINATED WOOD BOX POST) 152 18" REINFORCED CONCRETE PIPE LF 45.0000 38,250.00 1,032.000 46,440 153 24" REINFORCED CONCRETE PIPE LF 60.0000 88,200.00 1,271.000 76,260 154 18" CORRUGATED STEEL PIPE (.079" THICK) LF 91.0000 29,120.00 386.000 35,126 155 18" SLOTTED CORRUGATED STEEL PIPE LF 56.0000 544,880.00 9,500.800 532,044 (.079" THICK) 156 FLUME DOWNDRAIN LF 76.0000 760.00 5.000 380 157 18" TAPERED INLET EA 272.0000 272.00 1.000 272 PROGRAM CAS145 PAGE 7 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,480.00 120.000 11,520 159 U-STYLE BIKE RACK (TYPE 1) EA 1,210.0000 4,840.00 4.000 4,840 160 U-STYLE BIKE RACK (TYPE 2) EA 1,060.0000 1,060.00 1.000 1,060 161 18" STEEL FLARED END SECTION EA 397.0000 397.00 1.000 397 162 SET ROCK SLOPE PROTECTION CY 13.0000 44,213.00 3,401.000 44,213 (F) 163 ROCK SLOPE PROTECTION CY 310.0000 3,410.00 11.000 3,410 (FACING, METHOD B) 164 ROCK SLOPE PROTECTION FABRIC SQYD 5.7500 21,361.25 3,715.000 21,361 165 MINOR CONCRETE (GUTTER) LF 17.0000 5,831.00 343.000 5,831 (F) 166 MINOR CONCRETE (SIDEWALK) CY 125.0000 3,750.00 30.000 3,750 (F) 167 MINOR CONCRETE (CURB, SIDEWALK AND CY 501.0000 2,505.00 5.000 2,505 CURB RAMP) 168 MISCELLANEOUS IRON AND STEEL LB 1.1000 100,455.30 3,296.000 3,625.60 92,301.000 101,531 (F) 169 MISCELLANEOUS METAL (BRIDGE) LB 7.4000 8,302.80 1,122.000 8,302 (F) 170 CHAIN LINK FENCE (TYPE CL-6) LF 29.0000 8,120.00 2.000 58.00 2.000 58 171 DELINEATOR (CLASS 1) EA 32.0000 224.00 7.000 224 172 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 32,250.00 4,568.500 114,212 173 CHAIN LINK RAILING (TYPE 3) LF 71.0000 22,045.50 310.500 22,045 (F) 174 CA ST-10 BRIDGE RAILING (MOD) LF 222.0000 22,200.00 100.000 22,200 (F) 175 CA ST-10 RAILING (MOD) LF 270.0000 4,752,000.00 17,600.000 4,752,000 176 PEDESTRIAN BRIDGE RAILING LF 110.0000 158,400.00 -506.000 -55,660.00 3,477.000 382,470 (F) 177 PEDESTRIAN RAILING LF 114.0000 1,653,000.00 13,153.000 1,499,442 178 PIPE HANDRAILING (MODIFIED) LF 86.0000 138,202.00 934.000 80,324 179 CABLE RAILING LF 17.0000 3,570.00 210.000 3,570 (F) 180 TRANSITION RAILING (TYPE WB) EA 2,980.0000 8,940.00 4.000 11,920 181 END ANCHOR ASSEMBLY (TYPE SFT) EA 706.0000 8,472.00 15.000 10,590 182 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,020.0000 39,260.00 13.000 39,260 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 4.000 10,400 184 CRASH CUSHION (REACT 9CBB) EA 42,200.0000 126,600.00 3.000 126,600 PROGRAM CAS145 PAGE 8 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 93,300 186 CONCRETE BARRIER (TYPE 60) LF 39.0000 444,600.00 10,665.000 415,935 187 CONCRETE BARRIER (TYPE 60A) LF 41.2100 9,313.46 226.000 9,313 (F) 188 CONCRETE BARRIER (TYPE 60C) LF 103.0000 115,360.00 1,232.000 126,896 189 CONCRETE BARRIER (TYPE 60D) LF 51.0000 16,830.00 325.000 16,575 190 CONCRETE BARRIER (TYPE 60S) LF 30.0000 27,300.00 902.000 27,060 191 CONCRETE BARRIER (TYPE 60SC) LF 74.0000 263,440.00 5,446.000 403,004 192 CONCRETE BARRIER (TYPE 60W MOD) LF 116.0000 1,867,600.00 13,979.000 1,621,564 193 CONCRETE BARRIER (MEDIAN PLANTER END LF 204.0000 5,100.00 2.000 408.00 2.000 408 WALL) 194 CONCRETE BARRIER (TYPE 732) LF 75.0000 24,450.00 326.000 24,450 (F) 195 CONCRETE BARRIER (TYPE 736) LF 74.0000 483,442.00 -20.000 -1,480.00 6,002.000 444,148 (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 19,950.00 561.000 19,635 198 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 87.0000 182,613.00 2,099.000 182,613 (F) 199 CONCRETE BARRIER (TYPE 60S MOD) LF 175.9700 10,734.17 61.000 10,734 TRANSITION 200 CONCRETE BARRIER (TYPE 736SV) LF 114.0000 44,688.00 392.000 44,688 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 82,170.00 190,841.000 85,878 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 8,405.00 7,240.000 14,842 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,300.00 3,299.000 3,299 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0500 20,128.50 6,512.000 26,373 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 21,360.00 75,702.000 22,710 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 390.00 1,950.000 585 (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 165,750.00 324,634.000 162,317 208 PAINT PAVEMENT MARKING SQFT 3.0500 2,745.00 769.000 2,345 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 31,200.00 17,880.000 26,820 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0500 40,905.00 8,136.000 32,950 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,940.0000 2,940.00 1.000 2,940 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 24,500 213 LIGHTING LS 148,000.0000 148,000.00 1.000 148,000 214 CHANGEABLE MESSAGE SIGN VE398 LS 190,000.0000 190,000.00 1.000 190,000 215 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 3,500.00 140.000 3,500 216 TRAFFIC MONITORING STATION LS 13,700.0000 13,700.00 1.000 13,700 217 CLOSED CIRCUIT TELEVISION CAMERA LS 26,800.0000 26,800.00 1.000 26,800 (LOCATION VE 398) 218 VEHICLE CLASSIFICATION STATION LS 142,000.0000 142,000.00 1.000 142,000 219 RAMP METERING SYSTEM LS 125,000.0000 125,000.00 1.000 125,000 220 MODIFY LIGHTING LS 419,000.0000 419,000.00 1.000 419,000 221 REMOVE FLASHING BEACON LS 7,430.0000 7,430.00 1.000 7,430 222 SYSTEM TESTING AND DOCUMENTATION LS 8,580.0000 8,580.00 1.000 8,580 223 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 224 RAIN EVENT ACTION PLAN EA 500.0000 57,500.00 18.000 9,000 225 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 60,000.00 2.000 2,000 PROGRAM CAS145 PAGE 10 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260704 TIME 01:37 PM ESTIMATE NO. 061 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 06/21/17 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -24,108.90 47,183,304.09 ADJUSTMENT OF COMPENSATION 24,113.58 228,094.23 EXTRA WORK 25,290.43 6,937,140.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,295.11 54,348,538.99 226 MOBILIZATION LS 4,664,165.3900 4,664,165.39 1.000 4,664,165 ORIGINAL CONTRACT AMOUNT 52,499,002.00 TOTAL WORK COMPLETED 25,295.11 59,012,704.38 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,769.00 -10,000.00 TOTAL 15,526.11 59,002,704.38 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/18/12 1170 03/13/12 03/13/12 06/21/17 1171 141 1 0 100% 100% ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/17