PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/22/14 EST. NO.39 TIME 10:34 AM R.E. NAME: THOMAS, SHAHNA 03-3A0424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 020 0053 4,656.39 E.W. @ F.A.(+) 112213 N SE1122 028 0068 1,353.80 E.W. @ F.A.(+) 080813 N AGL001 0069 1,136.93 080913 N AGL002 0072 639.31 081413 N AGL005 0073 639.31 081613 N AGL006 0074 227.27 081913 N AGL007 038 0002 5,878.86 E.W. @ F.A.(+) 101513 N 021290 0003 3,366.25 101613 N 021295 0004 3,981.36 101813 N 021303 0005 281.64 102413 N 021305 0006 563.29 103113 N 021306 0007 9,461.66 110713 N 021310 0008 1,071.22 110813 N 021311 0009 1,071.22 111413 N 021314 063 0001 116,592.76 E.W. @ L.S.(+) 082014 N 0001 0 150,921.27 TOTAL THIS ESTIMATE 1,481,261.98 TOTAL PREVIOUS ESTIMATE 1,632,183.25 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/22/14 EST. NO.39 TIME 10:34 AM R.E. NAME: THOMAS, SHAHNA 03-3A0424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2011 CEM4401 -10,000.00 06 RECVD 2011 CEM4401 10,000.00 08 OUTOFSPEC CLS 2 AB -1,590.75 14 0.00 -1,590.75 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/11 -4,000.00 03 RETURN DEDUCT 11/11 4,000.00 04 PER LTR DATED 1/12 -10,000.00 05 PER LTR DATED 2/12 -5,000.00 06 PER LTR DATED 3/12 -5,000.00 07 PER LTR DATED 4/12 -5,000.00 08 RETURN DEDUCT 1/12 10,000.00 08 RETURN DEDUCT 2/12 5,000.00 09 RETURN DEDUCT 3/12 5,000.00 09 RETURN DEDUCT 4/12 5,000.00 09 PER LTR DATED 7/12 -3,000.00 11 RETURN 7/12 DEDUCT 3,000.00 14 PER LTR DATED 12/12 -6,000.00 17 RETURN DEDUCT 12/12 6,000.00 18 PER LTR DATED 2/13 -10,000.00 20 PER LTR DATED 5/13 -7,000.00 24 RETURN DEDUCT 2/13 10,000.00 24 PER LTR DATED 7/13 -10,000.00 26 RETURN DEDUCT 5/13 7,000.00 26 PER LTR DATED 8/13 -5,000.00 27 PER LTR DATED 9/13 -10,000.00 28 PER LTR DATED 10/13 -10,000.00 29 RETURN DEDUCT 7/13 10,000.00 29 RETURN DEDUCT 8/13 5,000.00 29 PER LTR DATED 12/13 -10,000.00 31 RETURN DEDUCT 9/13 10,000.00 32 PER LTR DATED 4/14 -10,000.00 35 PER LTR DATED 5/14 -5,000.00 36 RETURN DEDUCT 12/13 10,000.00 36 PER LTR DATED 6/14 -5,000.00 37 RETURN DEDUCT 10/13 10,000.00 38 RETURN DEDUCT 4/14 10,000.00 38 RETURN DEDUCT 5/14 5,000.00 38 RETURN DEDUCT 6/14 5,000.00 38 PER LTR DATED 8/14 -5,000.00 39 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -6,590.75 PROGRAM CAS145 PAGE 1 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 LOCATION PROGRESS ESTIMATE 03-BUT-99-R32.4/R33.3 ----------------- VIKING CONSTRUCTION COMPANY IN BUTTE COUNTY IN CHICO FROM INC ROUTE 32 UNDERCROSSING TO EAST P O BOX 1508 FIRST AVENUE UNDERCROSSING RANCHO CORDOVA CA 95741 FED. AID NO. N O N E WIDEN ROADWAY 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 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,425.0000 883,500.00 21.000 29,925.00 628.000 894,900 004 TEMPORARY FENCE (TYPE CL-6 MODIFIED) LF 10.0000 70,400.00 3,544.500 35,445 005 TEMPORARY FENCE (TYPE ESA) LF 3.0000 4,230.00 120.000 360 006 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.720 1,080 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.790 1,975 PREVENTION PLAN 008 PUBLIC SAFETY PLAN LS 7,500.0000 7,500.00 0.500 3,750 009 TEMPORARY FIBER ROLL LF 3.0000 1,050.00 2,461.000 7,383 010 TEMPORARY SILT FENCE LF 3.0000 19,050.00 3,092.000 9,276 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 9.000 27,000 012 TEMPORARY COVER SQYD 15.0000 9,450.00 1,401.500 21,022 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,500.00 17.000 4,250 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,500.0000 7,500.00 0.900 6,750 015 RAIN EVENT ACTION PLAN EA 500.0000 50,000.00 33.000 16,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 900.0000 54,000.00 57.000 51,300 018 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.690 13,800 019 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.900 90,000 020 TYPE III BARRICADE EA 100.0000 2,900.00 10.000 1,000 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,000.00 127.000 635 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 18,320.00 32,223.000 12,889 PROGRAM CAS145 PAGE 2 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 9,320.00 114.000 4,560 024 TRAFFIC PLASTIC DRUM EA 150.0000 12,450.00 52.000 7,800 025 TEMPORARY PAVEMENT MARKER EA 5.0000 18,685.00 3,244.000 16,220 026 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.840 12,600 027 TEMPORARY HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 2,100.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 18.0000 385,200.00 1,996.000 35,928.00 20,840.000 375,120 029 TEMPORARY CRASH CUSHION MODULE EA 225.0000 31,500.00 0.000 0 030 TEMPORARY ALTERNATIVE CRASH CUSHION EA 12,000.0000 180,000.00 14.000 168,000 031 TEMPORARY TRAFFIC SCREEN LF 3.5000 74,900.00 8,420.000 29,470 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5000 19,450.00 4,345.000 10,862 STRIPE (HAZARDOUS WASTE) 033 NATURAL RESOURCE PROTECTION PLAN LS 2,500.0000 2,500.00 0.930 2,325 034 CONTRACTOR SUPPLIED BIOLOGIST LS 10,000.0000 10,000.00 0.800 8,000 035 ABANDON PIPE LF 30.0000 5,760.00 406.000 12,180 036 ABANDON INLET EA 1,000.0000 5,000.00 4.000 4,000 037 REMOVE FENCE (TYPE BW) LF 10.0000 1,900.00 190.000 1,900 038 REMOVE CHAIN LINK FENCE LF 10.0000 7,400.00 1,579.000 15,790 039 REMOVE SINGLE THRIE BEAM BARRIER LF 7.0000 23,380.00 6,812.500 47,687 040 REMOVE METAL BEAM GUARD RAILING LF 20.0000 5,600.00 462.500 9,250 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 15,900.00 15,136.000 15,136 042 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 42.000 210 043 REMOVE ROADSIDE SIGN EA 200.0000 9,000.00 25.000 5,000 044 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000 045 REMOVE ASPHALT CONCRETE PAVEMENT AND CY 75.0000 26,250.00 315.100 23,632 BASE 046 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,900.00 580.000 2,900 047 REMOVE PIPE LF 35.0000 4,900.00 82.000 2,870 048 REMOVE INLET EA 1,000.0000 4,000.00 6.000 6,000 049 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000 PROGRAM CAS145 PAGE 3 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOWNDRAIN EA 500.0000 4,000.00 8.000 4,000 051 REMOVE BASE AND SURFACING SQYD 15.0000 7,500.00 444.800 6,672 052 RECONSTRUCT STONE BLOCK WALL LS 5,000.0000 5,000.00 0.000 0 053 RECONSTRUCT WOOD FENCE LS 2,500.0000 2,500.00 0.000 0 054 RESET GATE EA 1,000.0000 6,000.00 6.000 6,000 055 RELOCATE ROADSIDE SIGN EA 200.0000 4,200.00 12.000 2,400 056 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000 057 ADJUST FRAME AND GRATE TO GRADE EA 800.0000 800.00 0.000 0 058 MODIFY INLET EA 1,500.0000 4,500.00 0.000 0 059 MODIFY MANHOLE EA 1,500.0000 3,000.00 2.000 3,000 060 MODIFY CHAIN LINK FENCE LF 20.0000 1,320.00 0.000 0 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 14,160.00 0.000 0 062 REMOVE CONCRETE CY 200.0000 6,200.00 29.000 5,800 063 REMOVE CONCRETE CURB LF 15.0000 5,850.00 387.000 5,805 064 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 480.00 0.000 0 065 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 25,713.25 133,099.000 33,274.75 133,099.000 33,274 066 ACCESS OPENING, SOFFIT EA 1,200.0000 21,600.00 4.500 5,400.00 18.000 21,600 067 SOFFIT OPENING, EXTENSION EA 1,500.0000 27,000.00 9.000 13,500.00 18.000 27,000 068 CAP INLET EA 2,000.0000 4,000.00 1.000 2,000 069 BRIDGE REMOVAL (PORTION) LS 400,000.0000 400,000.00 1.000 400,000 070 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 071 ROADWAY EXCAVATION CY 26.0000 670,800.00 24,645.000 640,770 072 ROADWAY EXCAVATION (TYPE Y-1) CY 40.0000 156,400.00 3,910.000 156,400 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 40.0000 5,600.00 140.000 5,600 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 075 ADL BURIAL LOCATION REPORT LS 2,500.0000 2,500.00 1.000 2,500 076 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 236,775.00 3,157.000 236,775 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE D) CY 350.0000 329,700.00 942.000 329,700 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 16,950.00 226.000 16,950 (F) 079 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 72,100.00 2,884.000 72,100 (F) 080 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 6,100.00 244.000 6,100 (F) 081 EARTH RETAINING STRUCTURE SQFT 45.0000 1,060,200.00 23,089.000 1,039,005 (F) 082 HIGHWAY PLANTING LS 65,000.0000 65,000.00 0.060 3,900 083 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1500 8,040.00 67,000.000 10,050 (SQFT) 084 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2000 10,420.00 0.000 0 085 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 086 IRRIGATION SYSTEM LS 175,000.0000 175,000.00 0.335 58,625.00 0.887 155,225 087 IRRIGATION SLEEVE LF 45.0000 3,645.00 94.000 4,230 088 8" CORRUGATED HIGH DENSITY LF 55.0000 11,000.00 205.000 11,275 POLYETHYLENE PIPE CONDUIT 089 EXTEND 6" CONDUIT LF 70.0000 13,300.00 62.000 4,340 090 CLASS 2 AGGREGATE BASE CY 36.0000 619,200.00 15,766.000 567,576 091 HOT MIX ASPHALT (TYPE A) TON 80.0000 1,040,000.00 13,169.780 1,053,582 092 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 358,400.00 0.000 0 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 150.00 75.000 225 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,930.00 415.000 1,245 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 75.00 25.000 75 096 PLACE HOT MIX ASPHALT SQYD 15.0000 18,600.00 2,605.060 39,075 (MISCELLANEOUS AREA) 097 CONTRAST TREATMENT (STAMPED ASPHALT SQYD 30.0000 35,100.00 0.000 0 CONCRETE) 098 TACK COAT TON 10.0000 250.00 8.560 85 099 GRIND EXISTING CONCRETE SQYD 50.0000 71,000.00 1,455.000 72,750.00 1,679.000 83,950 PAVEMENT 100 FURNISH STEEL PILING (HP 14 X 89) LF 50.0000 207,550.00 4,133.000 206,650 101 DRIVE STEEL PILE (HP 14 X 89) EA 2,000.0000 246,000.00 123.000 246,000 102 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 106,800.00 934.500 112,140 103 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 740,000.00 14,576.250 728,812 PILING (SOUND WALL) PROGRAM CAS145 PAGE 5 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 LF 90.0000 65,700.00 672.500 60,525 PILING (SOUND WALL) 105 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 664,800.00 1,108.000 664,800 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 2,178,500.00 95.260 47,630.00 4,334.920 2,167,460 (F) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 50,600.00 89.570 49,263 (F) 108 STRUCTURAL CONCRETE, BARRIER SLAB CY 675.0000 523,800.00 763.000 515,025 (F) 109 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 211,250.00 325.000 211,250 (F) (TYPE N) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 95,750.00 25.550 63,875 (F) 111 DIAPHRAGM BOLSTER EA 3,000.0000 54,000.00 18.000 54,000 112 ARCHITECTURAL SURFACE SQFT 40.0000 39,160.00 979.000 39,160 (F) (FRACTURED RIB TEXTURE) 113 DRILL AND BOND DOWEL LF 25.0000 37,050.00 54.000 1,350.00 752.000 18,800 114 CLEAN EXPANSION JOINT LF 15.0000 8,205.00 0.000 0 115 REFINISH BRIDGE DECK SQFT 30.0000 6,780.00 228.000 6,840 116 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 617,200.00 10,143.000 811,440.00 10,143.000 811,440 117 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2000 123,423.60 133,099.000 159,718.80 133,099.000 159,718 118 CORE CONCRETE (6") LF 400.0000 79,200.00 198.000 79,200 119 CORE CONCRETE (9") LF 850.0000 4,250.00 6.660 5,661 120 SOUND WALL (CAST-IN-PLACE) SQFT 27.0000 1,822,500.00 3,116.000 84,132.00 64,125.000 1,731,375 121 JOINT SEAL (MR 1") LF 30.0000 9,390.00 0.000 0 122 JOINT SEAL (MR 1 1/2") LF 45.0000 31,635.00 0.000 0 123 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,664,795.00 1,664,795.000 1,664,795 (F) 124 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 41,307.00 41,307.000 41,307 (F) 125 BAR REINFORCING STEEL (SOUND WALL) LB 1.0000 26,494.00 26,494.000 26,494 (F) 126 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 339,068.00 84,767.000 339,068 (F) 127 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 21,191.75 84,767.000 21,191 (F) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 0.000 0 (0.063"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,360.00 0.000 0 (0.080"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,200.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 6,600.00 11.000 6,600 (SIGN FOUNDATION) 132 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 16,800.00 21.000 16,800 (SIGN FOUNDATION) 133 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 75,000.00 75.000 75,000 (SIGN FOUNDATION) 134 METAL (BARRIER MOUNTED SIGN) LB 12.0000 4,920.00 407.000 4,884.00 407.000 4,884 135 METAL (SOUND WALL MOUNTED SIGN) LB 12.0000 5,760.00 476.000 5,712.00 476.000 5,712 136 ROADSIDE SIGN - ONE POST EA 250.0000 6,000.00 4.000 1,000.00 25.000 6,250 137 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 2.000 1,500.00 2.000 1,500 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 1.000 250.00 1.000 250 METHOD) 139 INSTALL ROADSIDE SIGN PANEL ON BRIDGE EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 140 INSTALL ROADSIDE SIGN PANEL ON SOUNDWALL EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 141 12" PLASTIC PIPE LF 110.0000 3,520.00 40.000 4,400 142 18" PLASTIC PIPE LF 125.0000 41,750.00 430.500 53,812 143 18" REINFORCED CONCRETE PIPE LF 130.0000 14,040.00 150.500 19,565 144 24" REINFORCED CONCRETE PIPE LF 200.0000 24,400.00 128.000 25,600 145 JACKED 18" REINFORCED CONCRETE PIPE LF 600.0000 70,200.00 80.000 48,000 (CLASS III) 146 8" CORRUGATED STEEL PIPE (.064" THICK) LF 150.0000 1,350.00 9.000 1,350 147 18" PLASTIC PIPE DOWNDRAIN LF 75.0000 36,000.00 413.000 30,975 148 18" ANCHOR ASSEMBLY EA 450.0000 32,400.00 49.000 22,050 149 36" CORRUGATED STEEL PIPE INLET LF 500.0000 3,000.00 0.000 0 (.138" THICK) 150 18" CONCRETE FLARED END SECTION EA 900.0000 5,400.00 6.000 5,400 151 24" CONCRETE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800 152 18" PLASTIC FLARED END SECTION EA 500.0000 9,500.00 18.000 9,000 153 24" PRECAST CONCRETE PIPE MANHOLE LF 600.0000 4,200.00 7.000 4,200 154 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 125.0000 132,500.00 454.400 56,800 155 ROCK SLOPE PROTECTION CY 150.0000 64,500.00 363.680 54,552 (BACKING NO. 1, METHOD B) 156 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 5,580.00 1,682.080 3,364 157 MINOR CONCRETE (CURB) CY 1,200.0000 9,600.00 8.793 10,551 PROGRAM CAS145 PAGE 7 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 31,050.00 85.016 38,257 159 MINOR CONCRETE (DRIVEWAY) CY 550.0000 6,050.00 10.546 5,800 160 MINOR CONCRETE (GUTTER) CY 550.0000 4,180.00 0.000 0 161 MINOR CONCRETE (STAMPED CONCRETE) SQYD 150.0000 19,500.00 0.000 0 162 MINOR CONCRETE (SIDEWALK) CY 450.0000 54,000.00 118.642 53,388 163 MISCELLANEOUS IRON AND STEEL LB 2.0000 17,130.00 7,537.000 15,074 (F) 164 MISCELLANEOUS METAL LB 5.0000 33,825.00 6,765.000 33,825 (F) (RESTRAINER - PIPE TYPE) 165 MISCELLANEOUS METAL LB 3.5000 160,433.00 45,838.000 160,433 (F) (RESTRAINER - CABLE TYPE) 166 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,955.00 991.000 4,955 (F) 167 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 96,078.00 16,013.000 96,078 (F) 168 FENCE (TYPE BW, METAL POST) LF 25.0000 4,750.00 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 6,000.00 1,527.000 22,905 170 WOOD FENCE LF 100.0000 7,900.00 60.500 6,050.00 60.500 6,050 171 12' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 4,000.00 1.000 2,000 172 CONCRETE BARRIER DELINEATOR (16-INCH) EA 50.0000 550.00 0.000 0 173 DELINEATOR (CLASS 1) EA 50.0000 400.00 0.000 0 174 OBJECT MARKER (TYPE K-1) EA 50.0000 100.00 0.000 0 175 OBJECT MARKER (TYPE L-1) EA 50.0000 150.00 2.000 100 176 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 51,750.00 0.000 0 177 DOUBLE THRIE BEAM BARRIER LF 50.0000 76,500.00 1,511.000 75,550 178 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500 179 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 16,000.00 4.000 16,000 180 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 181 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 60.0000 56,160.00 936.000 56,160 (F) 182 CONCRETE BARRIER (TYPE 60) LF 45.0000 72,450.00 1,581.000 71,145 183 CONCRETE BARRIER (TYPE 60E) LF 200.0000 22,000.00 105.000 21,000 184 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 95.0000 337,915.00 3,179.000 302,005 (F) PROGRAM CAS145 PAGE 8 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 95.0000 9,310.00 98.000 9,310 (F) 186 CONCRETE BARRIER TYPE 736SV (MOD) LF 160.0000 627,200.00 3,452.000 552,320 187 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,600.00 14,584.000 7,292.00 18,214.000 9,107 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,830.00 1,452.000 1,452.00 2,945.000 2,945 189 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,210.00 2,208.000 2,208.00 2,208.000 2,208 (BROKEN 12-3) 190 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 10,620.00 214.000 1,284.00 2,510.000 15,060 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 95.00 91.000 45 (BROKEN 6-1) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 89.00 91.000 91 (BROKEN 12-3) 193 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,950.00 4,589.000 2,294.50 4,825.000 2,412 (BROKEN 36-12) 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,345.00 1,901.000 950.50 2,352.000 1,176 (BROKEN 17-7) 195 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 100.00 0.000 0 196 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 195.00 0.000 0 197 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 8,400.00 581.000 3,486.00 783.000 4,698 198 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.750 750 SYSTEM ELEMENTS DURING CONSTRUCTION 199 SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 0.975 165,750 200 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 0.983 117,960 201 SIGNAL AND LIGHTING (CITY) LS 25,000.0000 25,000.00 0.974 24,350 202 OVERHEIGHT VEHICLE DETECTION SYSTEM LS 400,000.0000 400,000.00 0.000 0 (STAGE CONSTRUCTION) 203 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.975 97,500 204 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.982 245,500 205 TRAFFIC MONITORING STATION (REMOVAL) LS 5,000.0000 5,000.00 0.838 4,190 206 RAMP METERING SYSTEM LS 115,000.0000 115,000.00 0.942 108,330 PROGRAM CAS145 PAGE 9 DATE 08/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 10:34 AM ESTIMATE NO. 39 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/14 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 08/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,397,536.55 20,017,313.06 ADJUSTMENT OF COMPENSATION 0.00 321,490.75 EXTRA WORK 150,921.27 1,310,692.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,548,457.82 21,649,496.31 207 MOBILIZATION LS 2,350,000.0000 2,350,000.00 1.000 2,350,000 ORIGINAL CONTRACT AMOUNT 23,853,752.60 TOTAL WORK COMPLETED 1,548,457.82 23,999,496.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -6,590.75 TOTAL 1,543,457.82 23,992,905.56 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 08/05/11 870 09/15/11 11/03/11 10/07/14 630 64 43 0 92% 69% PROGRESS IS SATISFACTORY THOMAS, SHAHNA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/14