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 10/15/15 EST. NO. 047 TIME 08:06 AM R.E. NAME: NGUYEN, IRVIN 12-0F0404 --------------------------------------------------------------------------- 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 1098-1 -374.71 E.W. @ F.A.(+) 110413 Y 0400.0 DAO CORRECTING ENTRY 1114-1 -374.71 110113 Y 0510.0 DAO CORRECTING ENTRY 1123 3,518.72 050914 Y 0621.0 1177 645.49 010615 Y 1023.0 1178 296.11 010715 Y 1024.0 1181 2,162.76 033015 Y 1029.0 1184 287.81 012915 Y 1025.0 1185 212.11 020515 Y 1026.0 1205 136.42 062912 Y 0058.1 1206 158.30 102814 Y 0973.1 1207 1,278.04 102914 Y 1014.1 1208 334.45 110414 Y 1017.1 1209 253.08 110514 Y 1018.1 1210 2,750.00 021012 N 1258.0 1211 2,750.00 022515 N 1259.0 1212 2,127.44 030315 N 1264.0 002 0022 1,794.41 E.W. @ F.A.(+) 052912 N 0090.0 0104 289.15 121912 N 0303.0 0105 1,991.85 122012 N 0304.0 0106 3,370.19 061014 N 0846.0 0107 1,426.05 092214 N 0853.0 0108 1,975.28 091214 N 0856.0 0109 1,525.32 120614 N 0868.0 0110 844.64 012114 N 0874.0 0111 641.48 103113 N 0875.0 0112 1,027.41 122914 N 0889.0 0113 1,188.10 123014 N 0891.0 0114 1,434.57 010515 N 0892.0 0115 1,211.42 010615 N 0893.0 0116 2,396.27 123014 N 1219.0 0117 1,333.77 012715 N 1225.0 0118 1,791.75 122314 N 0865.0 0119 1,001.75 122414 N 0866.0 0120 1,144.00 042115 N 1268.0 0121 862.61 062514 N 0815.0 0122 103.83 062514 N 0815.1 0123 3,221.19 062614 N 0816.0 0124 1,128.06 062614 N 0816.1 0125 2,480.72 062714 N 0817.0 0126 757.03 013015 N 1222.0 006 0009 116.03 E.W. @ F.A.(+) 020312 Y 0016.1 007 0136 2,627.48 E.W. @ F.A.(+) 122314 Y 1057.0 0141 1,142.22 012115 Y 1062.0 0177 351.88 061913 Y 0432.1 0178 636.29 120613 Y 0452.1 0179 1,878.07 021914 Y 0514.1 0180 2,024.65 022714 Y 0517.1 0181 3,708.44 022814 Y 0519.1 0182 1,983.79 030714 Y 0520.1 0183 1,931.28 022714 N 0574.0 0184 1,934.15 022814 N 0575.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/15/15 EST. NO. 047 TIME 08:06 AM R.E. NAME: NGUYEN, IRVIN 12-0F0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0185 492.23 030414 N 0576.0 0186 1,936.54 042214 Y 0631.1 0187 2,549.79 091014 Y 1038.1 0188 3,140.90 122214 Y 1056.1 0189 3,448.50 020515 Y 1063.2 010 0079 1,281.69 E.W. @ F.A.(+) 033115 Y 1135.0 0110 2,995.88 042415 N 1266.0 012 0014 402.12 E.W. @ F.A.(+) 032513 N 1248.0 013 0023 3,060.04 E.W. @ F.A.(+) 121013 Y 0469.0 0060 442.27 031014 Y 0521.1 016 0142 871.94 E.W. @ F.A.(+) 021113 N 0289.0 0143 482.91 020413 N 0290.0 0144 1,344.75 121014 N 0867.0 022 0031 1,495.50 E.W. @ F.A.(+) 110514 Y 1078.1 0032 39.57 112614 Y 1079.1 0033 148.06 010715 Y 1080.1 024 0001 906.74 E.W. @ F.A.(+) 061313 Y 0484.0 0003 953.90 051713 Y 0731.0 0004 483.40 081613 Y 0732.0 027 0034 1,001.48 E.W. @ F.A.(+) 050913 Y 0486.0 0062 763.65 051013 Y 0487.1 0063 321.41 062513 Y 0495.1 0064 1,534.02 031814 Y 0585.1 0065 613.11 060614 Y 0655.1 049 0010 2,209.72 E.W. @ F.A.(+) 020615 N 1173.0 0011 1,187.88 021615 N 1174.0 0012 2,079.45 012115 Y 0910.0 105,623.89 TOTAL THIS ESTIMATE 3,115,589.81 TOTAL PREVIOUS ESTIMATE 3,221,213.70 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 10/15/15 EST. NO. 047 TIME 08:06 AM R.E. NAME: NGUYEN, IRVIN 12-0F0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -5,000.00 006 OUT OF STATE INSPECT -5,000.00 012 SURVEY-RESTACKING -2,840.00 022 MATERIAL NONCOMPLIAN -1,680.00 033 NON COMPL CONCRETE -560.00 038 HMS REDUCED PAYMENT -62,544.30 040 RESTAKING FEES -19,437.50 040 HMA REDUCE PAYREFUND 7,065.37 045 0.00 -89,996.43 LABOR COMPLIANCE VIOLATION PAYROLL RECD DESCREP -3,000.00 011 RECD PR DECREPANCIES 3,000.00 012 MARINA LANDSCAPE PR -1,500.00 015 DELINQUENT PAYROLL R -2,000.00 017 RETURN DEDUCTIONS 1,500.00 017 DELINQ CPR, ETC -3,500.00 020 RET FINAL NOTICE DED 2,000.00 021 CC MYERS,DRILL TECH. -5,000.00 024 DELINQUENT CPR -6,000.00 027 PAYROLL DISCREPANCY -10,000.00 030 CCMEYERS HILIGHT ELC -10,000.00 037 RET MARINA&DRILLTECH 3,500.00 040 RESTITUTION RESOLVED 31,000.00 046 0.00 0.00 TOTAL DEDUCTIONS 0.00 -89,996.43 PROGRAM CAS145 PAGE 1 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 LOCATION SEMI-FINAL ESTIMATE 12-ORA-57-12.3/15.2 ------------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM PO BOX 2948 0.3 MILE SOUTH OF KATELLA AVENUE RANCHO CORDOVA CA 95741-2948 UNDERCROSSING TO 0.3 MILE NORTH OF LINCOLN AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN NB ROUTE 57 AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 1.000 7,500 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,352,000.00 607.000 1,578,200 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 12,800.00 1,458.500 14,585 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 005 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 1.000 7,000 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.0000 21,400.00 20,443.000 20,443 007 TEMPORARY SILT FENCE LF 2.0000 2,740.00 2,275.000 4,550 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 20.000 60,000 010 TEMPORARY CHECK DAM LF 2.0000 3,280.00 2,024.000 4,048 011 MOVE-IN/MOVE-OUT EA 500.0000 3,500.00 13.000 6,500 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,200.00 43.000 8,600 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 33,250.00 42,458.000 29,720 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 015 TEMPORARY HYDROSEED SQYD 0.7000 9,240.00 22,753.000 15,927 016 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 39.000 19,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 4.000 8,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 9,100.00 2.000 700 019 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 020 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 021 TYPE III BARRICADE EA 100.0000 500.00 27.000 2,700 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,600.00 649.000 19,470 PROGRAM CAS145 PAGE 2 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000 024 TEMPORARY RAILING (TYPE K) LF 9.0000 361,800.00 42,537.000 382,833 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 334.000 83,500 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 66,400.00 20,338.500 40,677 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 57,600.00 124,449.000 56,002 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 45.0000 1,980.00 43.100 1,939 029 REMOVE CHAIN LINK FENCE LF 6.0000 10,020.00 2,707.000 16,242 030 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,100.00 2,686.000 26,860 031 REMOVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 55,300.00 102,942.000 36,029 033 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 1,220.00 1,477.000 1,477 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 36,400.00 61,857.000 21,649 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,230.00 1,188.000 1,188 036 REMOVE PAVEMENT MARKER EA 1.0000 21,900.00 17,968.000 17,968 037 REMOVE ROADSIDE SIGN EA 175.0000 10,150.00 58.000 10,150 038 REMOVE ROADSIDE SIGN EA 100.0000 2,900.00 29.000 2,900 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 6.000 30,000 040 REMOVE SIGN PANEL (OVERHEAD) EA 1,000.0000 4,000.00 4.000 4,000 041 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 3,000.00 3.000 3,000 042 REMOVE PIPE LF 30.0000 45,900.00 1,415.000 42,450 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 REMOVE INLET EA 1,000.0000 21,000.00 21.000 21,000 045 REMOVE ROCK BLANKET SQYD 15.0000 2,400.00 2,907.200 43,608 046 SALVAGE METAL BRIDGE RAILING LF 10.0000 4,970.00 497.000 4,970 047 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 3.000 750 048 ADJUST INLET EA 1,700.0000 3,400.00 2.000 3,400 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 6,720.00 1,496.000 11,968 PROGRAM CAS145 PAGE 3 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 10.0000 830.00 1,009.500 10,095 051 REMOVE CONCRETE (CHANNEL) CY 500.0000 550.00 1.100 550 052 REMOVE UNSOUND CONCRETE CF 100.0000 6,000.00 0.000 0 053 CLEAN BRIDGE DECK SQFT 0.3000 5,325.00 17,750.000 5,325 054 REMOVE CONCRETE (MISCELLANEOUS) CY 250.0000 1,375.00 5.500 1,375 055 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000 056 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 057 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 058 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 059 ROADWAY EXCAVATION CY 13.0000 938,600.00 90,506.850 1,176,589 060 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 061 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 35,500.00 355.000 35,500 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 153,450.00 5,150.000 154,500 (F) 063 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 30,300.00 1,010.000 30,300 (F) 064 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,800.00 208.000 20,800 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 180,630.00 6,091.000 182,730 (F) 066 STRUCTURE BACKFILL (TIEBACK WALL) CY 60.0000 1,980.00 33.000 1,980 (F) 067 LEAN CONCRETE BACKFILL CY 100.0000 9,800.00 98.000 9,800 (F) 068 DITCH EXCAVATION CY 14.0000 13,580.00 970.000 13,580 069 IMPORTED BORROW (CY) CY 0.3000 10,230.00 2,121.650 636 070 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 071 MAINTAIN EXISTING PLANTED AREAS LS 12,000.0000 12,000.00 1.000 12,000 072 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 1.000 7,000 073 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 074 3" SUPPLY LINE (BRIDGE) LF 60.0000 14,400.00 340.000 20,400 075 IRRIGATION SLEEVE LF 15.0000 990.00 84.000 1,260 076 10" CORRUGATED HIGH DENSITY LF 25.0000 5,750.00 230.000 5,750 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EXTEND 8" CONDUIT LF 45.0000 28,800.00 660.000 29,700 078 BOOSTER PUMP EA 30,000.0000 30,000.00 1.000 30,000 079 CLASS 2 AGGREGATE SUBBASE CY 26.0000 212,160.00 8,237.680 214,179 080 CLASS 2 AGGREGATE BASE CY 22.0000 292,600.00 13,259.680 291,712 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 4,000.00 0.000 0 082 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 12,000.00 0.000 0 083 LEAN CONCRETE BASE CY 130.0000 531,700.00 4,116.530 535,148 084 HOT MIX ASPHALT (TYPE A) TON 70.0000 462,700.00 6,237.460 436,622 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 353,600.00 5,214.620 417,169 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,880.00 770.000 3,080 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,480.00 3,882.000 15,528 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,320.00 520.000 2,080 089 TACK COAT TON 700.0000 14,000.00 16.190 11,333 090 JOINTED PLAIN CONCRETE PAVEMENT CY 155.0000 1,906,500.00 12,839.850 1,990,176 091 SEAL PAVEMENT JOINT LF 2.4000 103,200.00 30,198.000 72,475 092 SEAL ISOLATION JOINT LF 7.5000 103,500.00 12,503.000 93,772 093 REPAIR SPALLED JOINTS SQYD 280.0000 50,400.00 0.000 0 094 FURNISH STEEL PILING (HP 10 X 42) LF 30.0000 18,570.00 619.000 18,570 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,300.0000 25,300.00 11.000 25,300 096 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 77,310.00 859.000 77,310 097 FURNISH PILING (CLASS 90) LF 22.0000 32,252.00 1,421.060 31,263 (ALTERNATIVE X) 098 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,800.0000 59,400.00 33.000 59,400 099 FURNISH PILING (CLASS 140) LF 22.0000 33,462.00 1,521.000 33,462 (ALTERNATIVE X) 100 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,400.0000 62,400.00 26.000 62,400 101 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 102 TIEBACK ANCHOR EA 1,500.0000 237,000.00 158.000 237,000 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 40,000.00 100.000 40,000 (F) PROGRAM CAS145 PAGE 5 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 459,000.00 765.000 459,000 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 976,800.00 3,279.000 983,700 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 41,500.00 83.000 41,500 (F) (TYPE N) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 48,000.00 96.400 57,840 (TYPE R) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 97,000.00 95.630 95,630 (F) 109 PAVING NOTCH EXTENSION CF 180.0000 10,260.00 70.000 12,600 110 ARCHITECTURAL TREATMENT (FLOWER PATTERN) SQFT 1.0000 39,365.00 39,565.000 39,565 (F) 111 DRILL AND BOND DOWEL LF 40.0000 3,200.00 80.000 3,200 112 RAPID SETTING CONCRETE (PATCH) CF 200.0000 12,000.00 0.000 0 113 JOINT SEAL (MR 1") LF 60.0000 4,500.00 88.830 5,329 114 JOINT SEAL (MR 2") LF 80.0000 6,560.00 95.000 7,600 115 BAR REINFORCING STEEL (BRIDGE) LB 0.7800 173,550.00 222,500.000 173,550 (F) 116 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 332,720.00 417,781.000 334,224 (F) 117 SHOTCRETE CY 450.0000 159,300.00 354.000 159,300 (F) 118 TREAT BRIDGE DECK SQFT 0.6000 10,650.00 17,750.000 10,650 (F) 119 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 16,000.00 200.000 16,000 120 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 40,000.00 20,000.000 40,000 (F) WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7500 15,000.00 20,000.000 15,000 (F) WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 243,000.00 81,000.000 243,000 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 16,200.00 81,000.000 16,200 (F) 125 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 1.3000 6,500.00 5,000.000 6,500 (F) WITHOUT WALKWAY) 126 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6000 3,000.00 5,000.000 3,000 (F) WITHOUT WALKWAY) 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 35,280.00 1,954.300 35,177 128 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,080.00 60.000 1,080 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 8,800.00 872.000 8,720 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,740.00 335.000 3,685 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 468.00 36.000 468 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,920.00 278.000 3,892 (0.080"-FRAMED) 133 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 880.0000 15,840.00 19.000 16,720 (SIGN FOUNDATION) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 71.000 71,000 (SIGN FOUNDATION) 135 METAL (WALL MOUNTED SIGN) LB 34.0000 10,200.00 300.000 10,200 136 METAL (RAIL MOUNTED SIGN) LB 9.0000 25,200.00 2,800.000 25,200 137 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 64.000 20,800 138 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 12.000 7,200 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,950.00 17.000 2,550 METHOD) 140 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 11,850.00 789.000 11,835 141 INSTALL ROADSIDE SIGN PANEL ON EA 230.0000 4,140.00 18.000 4,140 EXISTING POST 142 18" ALTERNATIVE PIPE CULVERT LF 62.0000 83,080.00 1,201.200 74,474 143 24" ALTERNATIVE PIPE CULVERT LF 90.0000 13,500.00 194.500 17,505 144 36" ALTERNATIVE PIPE CULVERT LF 98.0000 27,440.00 285.000 27,930 145 48" ALTERNATIVE PIPE CULVERT LF 137.0000 30,140.00 306.000 41,922 146 18" REINFORCED CONCRETE PIPE LF 252.0000 2,016.00 7.400 1,864 147 24" REINFORCED CONCRETE PIPE LF 140.0000 6,020.00 53.500 7,490 148 36" REINFORCED CONCRETE PIPE LF 223.0000 11,596.00 42.000 9,366 149 48" REINFORCED CONCRETE PIPE LF 269.0000 16,409.00 44.000 11,836 150 18" CORRUGATED STEEL PIPE (.064" THICK) LF 108.0000 8,100.00 19.700 2,127 151 24" CORRUGATED STEEL PIPE (.079" THICK) LF 425.0000 3,825.00 9.000 3,825 152 48" CORRUGATED STEEL PIPE (.079" THICK) LF 1,360.0000 16,320.00 12.000 16,320 153 3" PLASTIC PIPE LF 25.0000 6,000.00 103.000 2,575 154 18" ALTERNATIVE FLARED END SECTION EA 700.0000 2,100.00 3.000 2,100 155 18" AUTOMATIC DRAINAGE GATE EA 2,000.0000 4,000.00 2.000 4,000 156 24" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 1,200.00 5.670 1,134 157 ROCK SLOPE PROTECTION CY 275.0000 9,900.00 35.000 9,625 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SLOPE PAVING (CONCRETE) CY 600.0000 20,400.00 34.000 20,400 (F) 159 MINOR CONCRETE (CHANNEL LINING) CY 215.0000 43,000.00 218.810 47,044 160 ROCK SLOPE PROTECTION FABRIC SQYD 40.0000 3,840.00 84.000 3,360 161 MINOR CONCRETE (CURB) LF 32.0000 19,200.00 574.500 18,384 162 MINOR CONCRETE (GUTTER) LF 23.0000 89,930.00 3,910.000 89,930 (F) 163 MINOR CONCRETE (PATTERNED) CY 700.0000 98,000.00 137.630 96,341 164 MISCELLANEOUS IRON AND STEEL LB 1.2000 21,120.00 17,104.000 20,524 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 18,000.00 2,000.000 18,000 (F) 166 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 40,600.00 3,912.000 78,240 167 5' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 3,000.00 3.000 3,000 168 6' CHAIN LINK GATE (TYPE CL-6) EA 1,050.0000 1,050.00 3.000 3,150 169 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 10,500.00 6.000 9,000 170 DELINEATOR (CLASS 1) EA 35.0000 6,300.00 180.000 6,300 171 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 10,000.00 625.000 15,625 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 41,250.00 895.590 49,257 173 CHAIN LINK RAILING (TYPE 7) LF 67.0000 25,996.00 388.000 25,996 (F) 174 CABLE RAILING LF 9.0000 35,280.00 3,920.000 35,280 (F) 175 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 8.000 24,000 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 5.000 3,250 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 2.000 6,400 178 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 21,600.00 9.000 24,300 179 CONCRETE BARRIER (TYPE 60) LF 62.0000 35,340.00 585.000 36,270 180 CONCRETE BARRIER (TYPE 60D) LF 38.0000 31,388.00 826.000 31,388 (F) 181 CONCRETE BARRIER (TYPE 736) LF 75.0000 41,475.00 553.000 41,475 (F) 182 CONCRETE BARRIER (TYPE 736B) LF 105.0000 326,550.00 3,110.000 326,550 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 58,520.00 130,796.000 57,550 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,000.00 31,654.000 31,654 PROGRAM CAS145 PAGE 8 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 13,825.00 4,007.000 14,024 186 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 38,520.00 238,215.000 42,878 187 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 1,220.00 1,537.000 1,537 188 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,970.00 10,282.000 10,282 189 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 21,400.00 12,060.000 24,120 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 1.000 375,000 192 CHANGEABLE MESSAGE SIGN (MODIFY) LS 15,000.0000 15,000.00 1.000 15,000 193 COMMUNICATION SYSTEM LS 180,000.0000 180,000.00 1.000 180,000 194 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 30.0000 14,100.00 470.000 14,100 (F) 195 BOOSTER PUMP ELECTRICAL SYSTEM LS 18,000.0000 18,000.00 1.000 18,000 196 TEMPORARY MICROWAVE VEHICLE LS 200,000.0000 200,000.00 1.000 200,000 DETECTION SYSTEM 197 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000 198 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 1.000 20,000 199 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000 200 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 1.000 1,200 (MODIFY (LOCATION 1) 201 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (MODIFY (LOCATION 2) 202 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 (MODIFY (LOCATION 3) 203 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 1.000 1,200 (MODIFY (LOCATION 4) 204 RAMP METERING SYSTEM (LOCATION 1A) LS 20,000.0000 20,000.00 1.000 20,000 205 RAMP METERING SYSTEM (LOCATION 2A) LS 29,000.0000 29,000.00 1.000 29,000 206 RAMP METERING SYSTEM (LOCATION 3A) LS 22,000.0000 22,000.00 1.000 22,000 207 RAMP METERING SYSTEM (LOCATION 1B) LS 20,000.0000 20,000.00 1.000 20,000 208 RAMP METERING SYSTEM (LOCATION 2B) LS 24,000.0000 24,000.00 1.000 24,000 209 RAMP METERING SYSTEM (LOCATION 3B) LS 23,000.0000 23,000.00 1.000 23,000 210 TEMPORARY COMMUNICATION SYSTEM LS 55,000.0000 55,000.00 0.000 0 211 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 1.000 24,000 (LOCATION 1A) (STAGE 1,2 AND 3) PROGRAM CAS145 PAGE 9 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 1.000 4,000 (LOCATION 1A) (STAGE 4) 213 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 1.000 6,000 (LOCATION 1B) (STAGE 1 AND 2) 214 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 (LOCATION 1B) (STAGE 3) 215 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 (LOCATION 1B) (STAGE 4) 216 TEMPORARY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 1.000 34,000 (LOCATION 2A) (STAGE 1) 217 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 1.000 1,200 (LOCATION 2A) (STAGE 2) 218 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 1.000 3,000 (LOCATION 2A) (STAGE 3) 219 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 (LOCATION 2B) (STAGE 1) 220 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 1.000 3,000 (LOCATION 2B) (STAGE 2) 221 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 1.000 24,000 (LOCATION 3A) (STAGE 1) 222 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 1.000 1,200 (LOCATION 3A) (STAGE 2) 223 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 1.000 4,000 (LOCATION 3A) (STAGE 3) 224 TEMPORARY RAMP METERING SYSTEM LS 19,000.0000 19,000.00 1.000 19,000 (LOCATION 3B) (STAGE 1) 225 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 (LOCATION 3B) (STAGE 2 AND 3) 226 COPPER THEFT PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 227 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 1.000 8,000 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 TEMPORARY CONCRETE WASHOUT BIN LS 20,000.0000 20,000.00 1.000 20,000 230 SAND BACKFILL CY 100.0000 1,200.00 12.000 1,200 231 6" DIA WELDED STEEL PIPE CASING LF 80.0000 6,000.00 80.000 6,400 (BRIDGE) 232 MINOR CONCRETE (CURB AND GUTTER) LF 60.0000 2,160.00 0.000 0 233 MINOR CONCRETE (CURB RAMP) LF 500.0000 3,000.00 0.000 0 234 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 2,240.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 10/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 08:06 AM ESTIMATE NO. 047 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/15 R.E. NAME: NGUYEN, IRVIN DATE OF THIS ESTIMATE 10/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 15,571,024.20 ADJUSTMENT OF COMPENSATION 0.00 1,766,226.06 EXTRA WORK 105,623.89 1,454,987.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 105,623.89 18,792,237.90 235 MOBILIZATION LS 1,390,000.0000 1,390,000.00 1.000 1,390,000 ORIGINAL CONTRACT AMOUNT 16,391,217.00 TOTAL WORK COMPLETED 105,623.89 20,182,237.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -89,996.43 TOTAL 105,623.89 20,092,241.47 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 11/17/11 520 01/19/12 01/11/12 04/21/15 705 108 185 0 100% 100% NGUYEN, IRVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/15/15