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 05/19/15 EST. NO. 028 TIME 10:31 AM R.E. NAME: JUSTIN KIMURA 06-325504 --------------------------------------------------------------------------- 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 0138 3,206.01 E.W. @ F.A.(+) 042815 N 215644 0139 2,760.25 020515 N 0190.0 0140 479.28 031615 N 0191.0 010 0004 4,079.46 E.W. @ U.P (+) 042215 N 0004 0 018 0008 12,723.73 E.W. @ U.P (+) 050115 N 0008 0 021 0004 3,361.25 A.C. @ L.S.(+) 050615 N 0004 0 025 0004 5,001.78 E.W. @ L.S.(+) 050615 N 0004 0 027 0007 512.17 E.W. @ F.A.(+) 042715 Y 0193.0 0008 2,601.24 042815 Y 0194.0 035 0001 3,758.44 E.W. @ F.A.(+) 041415 Y 0183.0 0002 3,821.25 041315 Y 0192.0 040 0047 1,002.54 E.W. @ F.A.(+) 021715 N 0176.0 0048 362.04 121814 N 0184.0 0049 241.36 121914 N 0185.0 0050 242.96 010815 N 0186.0 0051 242.96 010915 N 0187.0 0052 242.96 011215 N 0188.0 0053 357.94 011315 N 0189.0 042 0002 6,130.36 E.W. @ L.S.(+) 032015 N 0002 0 045 0001 -65,383.21 A.C. @ L.S.(-) 051515 N 0001 0 046 0004 5,397.08 E.W. @ F.A.(+) 041515 Y 100405 0005 13,967.26 040215 Y 100407 0006 14,579.96 040115 Y 100410 19,689.07 TOTAL THIS ESTIMATE 916,546.27 TOTAL PREVIOUS ESTIMATE 936,235.34 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 05/19/15 EST. NO. 028 TIME 10:31 AM R.E. NAME: JUSTIN KIMURA 06-325504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 024 REC'D CEM-4401 10,000.00 025 MISSING CEM-4401 -10,000.00 028 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 016 RECD MISS PYRL #16 5,000.00 017 MISSING PAYROLLS -5,000.00 019 REC'D MISS PAY EST19 5,000.00 023 MISSING PAYROLLS -5,000.00 026 MISSING PAYROLLS -10,000.00 028 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -20,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KIN-198-8.9/10.1 ---------------------------------- GRANITE CONSTRUCTION COMPANY ON ROUTE 198 IN KINGS COUNTY IN P O BOX 50085 KINGS COUNTY FROM ROUTE 41 TO WATSONVILLE CA 95077 18 1/2 AVENUE (VINE STREET) (KP 15.1/16.3) FED. AID NO. N O N E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 002 TEMPORARY FENCE LF 20.0000 5,000.00 618.000 12,360 003 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 004 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.100 220.00 1.000 2,200 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4000 30,240.00 13,067.000 31,360 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,800.0000 12,600.00 4.000 7,200 007 TEMPORARY CHECK DAM LF 25.0000 2,750.00 126.000 3,150 008 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 1.000 1,000 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 10,600.00 42.000 8,400 010 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 012 TEMPORARY SOIL BINDER SQYD 0.3000 20,010.00 59,217.900 17,765 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 014 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 800,000.00 401.000 802,000 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000 016 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 017 TYPE III BARRICADE EA 75.0000 2,400.00 66.000 4,950 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 1,700.00 379.000 3,790 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 28,125.00 59,981.000 26,991 020 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,750.00 870.000 21,750 021 TEMPORARY PAVEMENT MARKER EA 5.0000 4,550.00 900.000 4,500 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 10.0000 204,000.00 16,680.000 166,800 024 TEMPORARY CRASH CUSHION MODULE EA 275.0000 23,100.00 70.000 19,250 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 11,100.00 4,238.000 4,238 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT LF 2.5000 1,150.00 397.400 993 027 ABANDON STANDPIPE EA 600.0000 600.00 1.000 600 028 OBLITERATE SURFACING SQYD 1.0000 3,120.00 3,908.330 3,908 029 REMOVE FENCE LF 1.2000 11,004.00 7,450.000 8,940 030 REMOVE METAL BEAM GUARD RAILING LF 50.0000 4,050.00 166.000 8,300 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 5,940.00 620.000 465.00 15,482.500 11,611 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 220.00 370.000 1,850.00 687.000 3,435 033 REMOVE PAVEMENT MARKER EA 1.0000 180.00 481.000 481.00 1,664.000 1,664 034 REMOVE ROADSIDE SIGN EA 100.0000 4,100.00 42.000 4,200 035 REMOVE PIPE LF 9.0000 14,580.00 1,502.300 13,520 036 REMOVE INLET EA 375.0000 750.00 2.000 750 037 REMOVE STANDPIPE EA 750.0000 750.00 1.000 750 038 RELOCATE ROADSIDE SIGN EA 300.0000 2,400.00 9.000 2,700 039 ADJUST INLET EA 950.0000 950.00 1.000 950 040 ADJUST FRAME AND COVER TO GRADE EA 725.0000 8,700.00 17.000 12,325 041 REMOVE CONCRETE CY 300.0000 2,400.00 28.360 8,508 042 PLUG CULVERT EA 750.0000 750.00 1.000 750 043 CAP STANDPIPE EA 850.0000 850.00 0.000 0 044 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 750.00 1.000 750 045 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 0.100 25,000.00 1.000 250,000 046 ROADWAY EXCAVATION CY 10.5000 654,150.00 62,210.900 653,214 047 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 1.000 2,200 048 SHOULDER BACKING TON 30.0000 132,000.00 132.590 3,977.70 3,483.720 104,511 049 STRUCTURE EXCAVATION (BRIDGE) CY 65.0000 110,305.00 1,697.000 110,305 (F) PROGRAM CAS145 PAGE 3 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (RETAINING WALL) CY 17.0000 61,132.00 3,596.000 61,132 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 214,800.00 2,148.000 214,800 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 158,560.00 3,964.000 158,560 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 2,400.00 60.000 2,400 (F) WALL) 054 SAND BACKFILL CY 50.0000 3,850.00 34.000 1,700 055 DITCH EXCAVATION CY 22.0000 56,320.00 1,948.560 42,868 056 EARTH RETAINING STRUCTURE SQFT 30.0000 420,780.00 14,026.000 420,780 (MECHANICALLY STABILIZED EARTH WALL) 057 HALF GABION RETURN WALL SQFT 32.0000 21,120.00 660.000 21,120 (F) 058 IMPORTED BORROW CY 1.0000 203,000.00 170,121.800 170,121 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 4.000 3,000 060 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1600 140,800.00 871,200.000 139,392 061 IRRIGATION SYSTEM LS 33,000.0000 33,000.00 1.000 33,000 062 8" CORRUGATED HIGH DENSITY LF 36.0000 14,400.00 282.500 10,170 POLYETHYLENE PIPE CONDUIT 063 CLASS 1 AGGREGATE SUBBASE CY 37.0000 24,050.00 640.000 23,680 064 CLASS 2 AGGREGATE BASE CY 32.0000 1,011,200.00 32,619.550 1,043,825 065 LEAN CONCRETE BASE CY 205.0000 77,900.00 373.320 76,530 066 HOT MIX ASPHALT TON 87.0000 3,523,500.00 41,979.730 3,652,236 067 DATA CORE LS 7,000.0000 7,000.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 3,180.00 3,353.000 3,353 069 PLACE HOT MIX ASPHALT SQYD 80.0000 3,120.00 134.270 10,741 (MISCELLANEOUS AREA) 070 TACK COAT TON 1.0000 37.00 37.905 37 071 CONCRETE PAVEMENT (RAMP TERMINI) CY 250.0000 247,500.00 990.000 247,500 072 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 65.0000 56,615.00 870.000 56,550 073 FURNISH PILING (CLASS 90) LF 16.0000 54,256.00 3,427.000 54,832 (ALTERNATIVE X) 074 DRIVE PILE (CLASS 90) EA 1,200.0000 104,400.00 87.000 104,400 (ALTERNATIVE X) 075 FURNISH PILING (CLASS 140) LF 13.0000 126,360.00 9,661.750 125,602 (ALTERNATIVE X) 076 DRIVE PILE (CLASS 140) EA 1,650.0000 231,000.00 140.000 231,000 (ALTERNATIVE X) PROGRAM CAS145 PAGE 4 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH PILING (CLASS 200) LF 16.0000 71,424.00 4,456.000 71,296 (ALTERNATIVE X) 078 DRIVE PILE (CLASS 200) EA 1,800.0000 115,200.00 64.000 115,200 (ALTERNATIVE X) 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 180,000.0000 180,000.00 1.000 180,000 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 290.0000 178,060.00 614.000 178,060 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 485.0000 1,447,725.00 33.000 16,005.00 2,985.000 1,447,725 (F) 082 STRUCTURAL CONCRETE, RETAINING WALL CY 410.0000 102,090.00 249.000 102,090 (F) 083 STRUCTURAL CONCRETE, BARRIER SLAB CY 525.0000 198,975.00 379.000 198,975 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 117,600.00 196.000 117,600 (F) (TYPE N) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 88,800.00 75.100 90,120 (F) 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 MINOR CONCRETE (BACKFILL) CY 80.0000 10,400.00 244.660 19,572 088 BRICK TEXTURE SQFT 1.0000 358.00 358.000 358 (F) 089 FORMED RELIEF TEXTURE SQFT 35.0000 124,775.00 3,565.000 124,775 090 ANTI-GRAFFITI COATING SQFT 1.0000 12,343.00 50,887.000 50,887 (F) 091 SOUND WALL (MASONRY BLOCK) SQFT 20.0000 385,440.00 19,272.000 385,440 (F) 092 JOINT SEAL (MR 2") LF 80.0000 16,080.00 199.000 15,920 093 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 749,322.20 681,202.000 749,322 (F) 094 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 49,170.00 44,700.000 49,170 (F) 095 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 14,760.00 3,690.000 14,760 (F) WITH WALKWAY) 096 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.3000 4,797.00 3,690.000 4,797 (F) WITH WALKWAY) 097 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 25,140.00 5,840.000 35,040 (F) 098 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 6,285.00 5,840.000 8,760 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5000 172,335.00 113,100.000 169,650 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1000 11,489.00 113,100.000 11,310 (F) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 16,875.00 683.500 9,227 (0.080"-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,600.00 543.600 5,436 (0.063"-FRAMED) 103 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 12,600.00 11.000 6,600 (F) (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,700.0000 117,300.00 46.628 79,267 (F) (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 200.0000 13,400.00 69.000 13,800 106 ROADSIDE SIGN - TWO POST EA 300.0000 1,500.00 2.000 600 107 PREPARE AND PAINT CONCRETE SQFT 1.0000 12,343.00 12,343.000 12,343 (F) 108 12" ALTERNATIVE PIPE CULVERT LF 45.0000 1,620.00 38.000 1,710 109 18" ALTERNATIVE PIPE CULVERT LF 45.0000 2,655.00 52.000 2,340 110 12" REINFORCED CONCRETE PIPE LF 95.0000 8,550.00 90.000 8,550 111 15" REINFORCED CONCRETE PIPE LF 45.0000 21,150.00 440.000 19,800 112 18" REINFORCED CONCRETE PIPE LF 54.0000 106,380.00 1,888.000 101,952 113 24" REINFORCED CONCRETE PIPE LF 49.0000 51,940.00 1,358.000 66,542 114 36" REINFORCED CONCRETE PIPE LF 84.0000 59,640.00 384.000 32,256 115 54" BITUMINOUS COATED CORRUGATED STEEL LF 224.0000 35,840.00 160.000 35,840 PIPE (0.109" THICK) 116 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 1,750.00 0.000 0 (.064" THICK) 117 DRAINAGE INLET MARKER EA 65.0000 520.00 10.000 650.00 10.000 650 118 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 29,120.00 170.000 27,200 119 12" CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750 120 18" CONCRETE FLARED END SECTION EA 775.0000 3,875.00 5.000 3,875 121 24" CONCRETE FLARED END SECTION EA 800.0000 11,200.00 13.000 10,400 122 18" ALTERNATIVE FLARED END SECTION EA 400.0000 800.00 2.000 800 123 18" SLIDE HEADGATE EA 2,500.0000 2,500.00 1.000 2,500 124 36" PRECAST CONCRETE PIPE INLET LF 635.0000 11,430.00 3.500 2,222 125 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 200.0000 6,400.00 41.020 8,204 126 ROCK SLOPE PROTECTION CY 225.0000 6,525.00 24.400 5,490 (FACING, METHOD B) 127 SLOPE PAVING (CONCRETE) CY 700.0000 26,600.00 51.000 35,700 (F) (BRICK AND SMOOTH SURFACE) 128 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 440.00 255.325 510 129 MINOR CONCRETE (CURB) CY 325.0000 152,750.00 485.780 157,878 130 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 6,000.00 4.420 6,630 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (PATTERNED) SQYD 86.0000 528,040.00 5,669.830 487,605 132 MINOR CONCRETE (CURB AND GUTTER) CY 225.0000 76,500.00 298.990 67,272 133 MINOR CONCRETE (GUTTER) LF 90.0000 11,970.00 133.000 11,970 (F) 134 MINOR CONCRETE (SIDEWALK) CY 325.0000 58,500.00 168.820 54,866 135 MINOR CONCRETE (CURB RAMP) CY 475.0000 38,000.00 80.000 38,000 136 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,271.00 17,157.000 17,157 (F) 137 MISCELLANEOUS METAL (BRIDGE) LB 1.5000 1,596.00 1,064.000 1,596 (F) 138 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 55,800.00 6,237.000 62,370 139 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 115.000 4,025.00 318.000 11,130 140 METAL BEAM GUARD RAILING (STEEL POST) LF 31.0000 12,710.00 408.500 12,663 141 VEGETATION CONTROL (MINOR CONCRETE) SQYD 78.0000 14,040.00 232.650 18,146 142 CHAIN LINK RAILING (TYPE 6) LF 100.0000 74,800.00 748.000 74,800 (F) 143 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 110.0000 176,110.00 1,601.000 176,110 (F) 144 CABLE RAILING LF 15.0000 1,860.00 124.000 1,860 (F) 145 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 3.000 2,100 146 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000 147 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 2,700.00 1.000 2,700 148 ALTERNATIVE CRASH CUSHION SYSTEM EA 26,516.0000 106,064.00 4.000 106,064 149 CONCRETE BARRIER (TYPE 60C) LF 93.0000 216,690.00 2,320.000 215,760 150 CONCRETE BARRIER (TYPE 60E) LF 110.0000 20,900.00 222.750 24,502 151 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 24,920.00 313.000 2,191.00 3,657.000 25,599 152 THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 31,850.00 50,308.000 17,607.80 93,774.000 32,820 (SPRAYABLE) 153 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 460.00 10.000 20.00 10.000 20 154 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 12,300.00 1,012.000 5,060.00 1,827.000 9,135 155 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 SYSTEM ELEMENTS DURING CONSTRUCTION 156 SIGNAL AND LIGHTING (LOCATION 1) LS 154,000.0000 154,000.00 1.000 154,000 157 SIGNAL AND LIGHTING (LOCATION 2) LS 154,000.0000 154,000.00 1.000 154,000 PROGRAM CAS145 PAGE 7 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SIGNAL AND LIGHTING (CITY) LS 200,000.0000 200,000.00 1.000 200,000 159 EMERGENCY VEHICLE DETECTOR SYSTEM LS 8,000.0000 8,000.00 1.000 8,000 160 LIGHTING (CITY STREET) LS 134,000.0000 134,000.00 1.000 134,000 161 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 1.000 160,000 162 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 1.000 3,000 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 5,940.00 0.000 0 165 STRUCTURAL CONCRETE, SOUND WALL CY 375.0000 198,375.00 529.000 198,375 166 15" CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750 PROGRAM CAS145 PAGE 8 DATE 05/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-325504 TIME 10:31 AM ESTIMATE NO. 028 BID OPENING 10/03/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 80,802.50 17,003,203.90 ADJUSTMENT OF COMPENSATION -62,021.96 171,907.54 EXTRA WORK 81,711.03 764,327.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 100,491.57 17,939,439.24 167 MOBILIZATION LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 ORIGINAL CONTRACT AMOUNT 18,619,021.20 TOTAL WORK COMPLETED 100,491.57 19,539,439.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -25,000.00 TOTAL 80,491.57 19,514,439.24 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 12/03/12 400 01/28/13 02/04/13 05/04/15 434 128 34 0 100% 100% JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/19/15