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 04/23/14 EST. NO.48 TIME 08:30 AM R.E. NAME: ZINK, PHIL 03-2C8604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0002-1 12,600.00 A.C. @ L.S.(-) 012414 N 2 0 DAO CORRECTING ENTRY 0002-2 -10,800.00 012414 N 2 0 DAO CORRECTING ENTRY 0004-1 21,000.00 021414 N 0004 0 DAO CORRECTING ENTRY 033 0043 48,207.50 E.W. @ F.A.(+) 041814 N 1576.0 044 0053 20,252.59 E.W. @ F.A.(+) 050212 N 0462.1 045 0018-1 -4,941.22 E.W. @ F.A.(+) 100613 N 1374.0 DAO CORRECTING ENTRY 0018-2 4,688.17 100613 N 1374.0 DAO CORRECTING ENTRY 0024-1 -4,223.94 100713 N 1380.0 DAO CORRECTING ENTRY 0024-2 3,648.93 100713 N 1380.0 DAO CORRECTING ENTRY 0097 1,639.09 100613 N 1517.1 103 0036 2,728.05 E.W. @ F.A.(+) 072612 N 0538.1 0037 4,237.65 080913 N 1556.0 0038 5,272.98 081213 N 1557.0 0039 4,330.63 090313 N 1558.0 0040 2,220.82 090413 N 1559.0 0043 1,735.28 071913 N 1555.0 107 0006 41,986.01 E.W. @ F.A.(+) 110612 N 1003.1 0012 30,132.25 110712 N 1004.2 0013 4,774.00 061813 N 1553.0 110 0103 5,719.92 E.W. @ F.A.(+) 022514 N PF0225 0104 5,765.95 022414 N PF2241 113 0049 1,459.93 E.W. @ F.A.(+) 043013 N 1185.1 0050 2,270.61 042213 N 1176.2 0051 934.22 050213 N 1243.2 0052 1,346.35 050113 N 1236.2 0053 1,367.70 041613 N 1238.2 114 0044 2,006.15 E.W. @ F.A.(+) 072513 N 1479.0 0055 9,125.70 073013 N 1482.3 121 0001 7,771.51 E.W. @ F.A.(+) 072313 N 1319.0 126 0007-1 -10,994.50 E.W. @ F.A.(+) 072313 N 1544.0 DAO CORRECTING ENTRY 0007-2 6,046.98 072313 N 1544.0 DAO CORRECTING ENTRY 0007-3 -6,046.98 072313 N 1544.0 DAO CORRECTING ENTRY 0007-4 5,497.25 072313 N 1544.0 DAO CORRECTING ENTRY 0013 5,269.00 090413 N 1547.1 0014 4,350.50 090513 N 1548.1 231,379.08 TOTAL THIS ESTIMATE 7,965,121.01 TOTAL PREVIOUS ESTIMATE 8,196,500.09 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 04/23/14 EST. NO.48 TIME 08:30 AM R.E. NAME: ZINK, PHIL 03-2C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JMF VERIFICATION -3,000.00 02 LATE LANE CLOSURE -32,050.00 03 LATE CPM UPDATES -727,830.37 05 LATE CPM UPDATES 727,830.37 06 RESTAKING -31,055.00 12 RESTAKING -6,590.00 13 MISSING 2010 CEM4401 -10,000.00 22 MISSING 2011 CEM4401 -10,000.00 22 RTN LATE LANE CLOSUR 18,550.00 23 RESTAKING -10,775.00 24 LATE LANE CLOSURE -17,295.00 25 RESTAKING -5,100.00 25 RECVD 2010 CEM4401 10,000.00 26 RECVD 2011 CEM4401 10,000.00 26 LATE LANE CLOSURES -34,402.50 27 CCO#9 DAMAGED PCC -175,000.00 30 PAVEMENT SMOOTHNESS -150,000.00 30 LATE LANE CLOSURE -800.00 31 PARTIAL RTN PCC PAVE 70,000.00 31 MISSING 2012 CEM4401 -10,000.00 33 PARTIAL RTN PCC PAVE 25,400.00 33 RCVD 2012 CEM4401 10,000.00 35 RTN CCO#9 DAMAGE PCC 175,000.00 42 EWB CONT REPORT 1380 -574.99 45 WPCM SALARY -3,145.22 45 EWB PAID IN ERROR -5,497.25 46 EWB PAID IN ERROR -253.05 46 MISSING 2013 CEM4401 -10,000.00 46 RECVD 2013 CEM4401 10,000.00 48 RTN EWB PAID IN ERR 5,497.25 48 RTN EWB PAID IN ERR 253.05 48 RTN EWB REPORT #1380 574.99 48 16,325.29 -180,262.72 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 16 RECEIVED FHWA1391 10,000.00 23 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2010 -10,000.00 03 PER LTR DATED 9/2010 -10,000.00 05 RETURN 7/2010 DEDUCT 10,000.00 05 PER LTR DATED 10/10 -7,000.00 06 PER LTR DATED 11/10 -8,000.00 07 RETURN 9/10 DEDUCT 10,000.00 07 PER LTR DATED 12/10 -2,000.00 08 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/23/14 EST. NO.48 TIME 08:30 AM R.E. NAME: ZINK, PHIL 03-2C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 3/11 -5,000.00 10 RETURN DEDUCT 12/10 2,000.00 10 RETURN DEDUCT 11/10 8,000.00 10 RETURN DEDUCT 10/10 7,000.00 10 RETURN DEDUCT 3/11 5,000.00 11 PER LTR DATED 7/2011 -10,000.00 15 PER LTR DATED 8/2011 -5,000.00 16 PER LTR DATED 10/11 -10,000.00 18 RETURN DEDUCT 7/11 10,000.00 22 RETURN DEDUCT 10/11 10,000.00 25 PER LTR DATED 8/12 -10,000.00 28 PER LTR DATED 9/12 -5,000.00 29 RETURN DEDUCT 8/12 10,000.00 29 PER LTR DATED 12/12 -2,000.00 32 RETURN DEDUCT 8/11 5,000.00 32 PER LTR DATED 1/13 -4,000.00 33 RETURN DEDUCT 12/12 2,000.00 33 RETURN DEDUCT 9/12 5,000.00 34 RETURN DEDUCT 1/13 4,000.00 36 PER LTR DATED 8/13 -3,000.00 40 PER LTR DATED 9/13 -3,000.00 41 PER LTR DATED 10/13 -10,000.00 42 RETURN DEDUCT 8/13 3,000.00 43 PER LTR DATED 12/13 -5,000.00 44 RETURN DEDUCT 10/13 10,000.00 46 0.00 -8,000.00 TOTAL DEDUCTIONS 16,325.29 -188,262.72 PROGRAM CAS145 PAGE 1 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 LOCATION PROGRESS ESTIMATE 03-PLA-80-R56.1/R66.3 ----------------- TEICHERT CONSTRUCTION IN PLACER AND NEVADA COUNTIES FROM 4401 DULUTH AVENUE CARPENTER FLAT UNDERCROSSING TO ROCKLIN, CA 95765 HAMPSHIRE ROCKS UNDERCROSSING FED. AID NO. ACIM-000C(309)N RECONSTRUCT ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 900,000.00 360.000 900,000 004 TEMPORARY FENCE (TYPE ESA) LF 1.5000 32,100.00 17,352.000 26,028 005 CONSTRUCTION SITE MANAGEMENT LS 270,000.0000 270,000.00 1.000 270,000 006 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.931 2,793 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.8000 21,000.00 775.000 2,170 009 TEMPORARY SILT FENCE LF 3.1000 756,400.00 8,187.000 25,379 010 TEMPORARY GRAVEL BAG BERM LF 4.0000 88,000.00 1,297.000 5,188 011 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 64,000.00 0.000 0 012 TEMPORARY COVER SQYD 10.0000 58,200.00 702.320 7,023 013 TEMPORARY CHECK DAM LF 3.5000 23,100.00 2,986.500 10,452 014 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 7.000 2,100 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 18.000 7,200 016 TEMPORARY DRAINAGE INLET COVER EA 350.0000 8,750.00 4.000 1,400 017 TEMPORARY HYDRAULIC MULCH SQFT 0.0300 5,040.00 64,201.000 1,926 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 35,000.0000 35,000.00 1.000 35,000 020 CONSTRUCTION AREA SIGNS LS 38,600.0000 38,600.00 0.421 16,250 021 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 022 TYPE III BARRICADE EA 150.0000 1,950.00 4.000 600 PROGRAM CAS145 PAGE 2 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.3500 634.50 958.000 2,251 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.2500 9,175.00 0.000 0 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0400 40,800.00 1,738,527.000 69,541 026 TEMPORARY OBJECT MARKER (TYPE L-1) EA 45.0000 1,305.00 57.000 2,565 027 TEMPORARY OBJECT MARKER (TYPE P) EA 45.0000 675.00 10.000 450 028 TRAFFIC PLASTIC DRUM EA 29.0000 24,650.00 1,386.000 40,194 029 TEMPORARY CONCRETE BARRIER DELINEATOR EA 65.0000 14,300.00 232.000 15,080 (16") 030 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 19,200.00 545.000 16,350 031 TEMPORARY DELINEATOR (CLASS 2) EA 32.0000 16,640.00 573.000 18,336 032 TEMPORARY LIGHTING LS 750,000.0000 750,000.00 1.000 750,000 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000 034 TEMPORARY RAILING (TYPE K) LF 6.0000 960,000.00 118,355.000 710,130 035 TEMPORARY CRASH CUSHION MODULE EA 96.0000 32,640.00 196.000 18,816 036 ABANDON CULVERT EA 2,000.0000 4,000.00 0.000 0 037 ABANDON INLET EA 700.0000 700.00 0.000 0 038 OBLITERATE SURFACING SQYD 1.0000 6,340.00 3,713.100 3,713 039 REMOVE CHAIN LINK FENCE LF 4.0000 4,440.00 1,110.000 4,440 040 REMOVE METAL BEAM GUARD RAILING LF 4.0000 206,800.00 54,954.500 219,818 041 REMOVE FLARED END SECTION EA 125.0000 7,250.00 20.000 2,500 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 434,000.00 469,288.500 164,250 043 REMOVE PAVEMENT MARKING SQFT 2.5000 650.00 252.000 630 044 REMOVE ROADSIDE SIGN EA 34.0000 5,270.00 145.000 4,930 045 REMOVE SIGN STRUCTURE EA 6,000.0000 6,000.00 1.000 6,000 046 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 6,000.00 1.000 6,000 047 REMOVE ASPHALT CONCRETE DIKE LF 0.1400 10,472.00 50,977.700 7,136 048 REMOVE CULVERT EA 800.0000 9,600.00 5.000 4,000 049 REMOVE DOWNDRAIN EA 400.0000 33,600.00 76.000 30,400 PROGRAM CAS145 PAGE 3 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.3000 467,010.60 1,679,533.350 503,860 051 REMOVE BASE AND SURFACING CY 15.0000 143,100.00 6,262.810 93,942 052 REMOVE CONCRETE DECK SURFACE SQFT 15.0000 121,230.00 8,082.000 121,230 053 SALVAGE METAL BRIDGE RAILING LF 18.0000 6,498.00 542.000 9,756 054 RECONSTRUCT INLET EA 2,000.0000 2,000.00 1.000 2,000 055 RESET ROADSIDE SIGN EA 375.0000 22,875.00 61.000 22,875 056 RELOCATE ROADSIDE SIGN EA 300.0000 4,200.00 0.000 0 057 RELOCATE SIGN STRUCTURE EA 7,200.0000 57,600.00 4.000 28,800 058 ADJUST INLET EA 1,800.0000 5,400.00 4.000 7,200 059 18" CURED-IN-PLACE PIPE LINER LF 150.0000 156,000.00 1,056.900 158,535 060 24" CURED-IN-PLACE PIPE LINER LF 150.0000 436,500.00 2,843.100 426,465 061 30" CURED-IN-PLACE PIPE LINER LF 126.0000 154,980.00 1,224.500 154,287 062 36" CURED-IN-PLACE PIPE LINER LF 152.0000 249,280.00 1,612.700 245,130 063 42" CURED-IN-PLACE PIPE LINER LF 248.0000 238,080.00 955.400 236,939 064 48" CURED-IN-PLACE PIPE LINER LF 282.0000 516,060.00 1,629.400 459,490 065 54" CURED-IN-PLACE PIPE LINER LF 343.0000 185,220.00 536.700 184,088 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 81,200.00 44,704.230 78,232 067 REMOVE TEMPORARY CROSSOVER CY 10.0000 61,700.00 3,085.000 30,850 068 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 17,880.00 2,615.000 10,460 069 REMOVE CONCRETE SIDEWALK LF 4.0000 760.00 80.000 320 070 REMOVE UNSOUND CONCRETE CF 23.0000 86,388.00 3,450.000 79,350 071 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 46,167.00 184,668.000 46,167 072 SALVAGE PORTABLE CONCRETE BARRIER LF 3.0000 4,410.00 1,470.000 4,410 (TYPE 60K, PINNED) 073 REMOVE TEMPORARY RAILING (TYPE K) LF 2.0000 14,780.00 5,440.000 10,880 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 39,000.0000 39,000.00 1.000 39,000 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 4 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 1.000 5,000 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,000.0000 5,000.00 1.000 5,000 079 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,000.0000 5,000.00 1.000 5,000 080 BRIDGE REMOVAL (PORTION), LOCATION G LS 5,000.0000 5,000.00 1.000 5,000 081 BRIDGE REMOVAL (PORTION), LOCATION H LS 5,000.0000 5,000.00 1.000 5,000 082 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,000.0000 5,000.00 1.000 5,000 083 BRIDGE REMOVAL (PORTION), LOCATION J LS 75,000.0000 75,000.00 1.000 75,000 084 BRIDGE REMOVAL (PORTION), LOCATION K LS 85,000.0000 85,000.00 1.000 85,000 085 BRIDGE REMOVAL (PORTION), LOCATION L LS 108,000.0000 108,000.00 1.000 108,000 086 BRIDGE REMOVAL (PORTION), LOCATION M LS 97,000.0000 97,000.00 1.000 97,000 087 RESET PORTABLE CONCRETE BARRIER LF 6.0000 8,820.00 576.000 3,456 (TYPE 60K, PINNED) 088 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 089 ROADWAY EXCAVATION CY 40.0000 3,180,000.00 80,457.450 3,218,298 090 LEAD COMPLIANCE PLAN LS 7,350.0000 7,350.00 0.900 6,615 091 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.908 1,362 092 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.904 1,356 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 SAND BACKFILL CY 200.0000 3,400.00 0.000 0 095 HYBRID ROCK FALL BARRIER SYSTEM LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 096 IMPORTED BORROW CY 1.5000 81,300.00 69,866.950 104,800 097 EROSION CONTROL (TYPE D) SQYD 1.2000 342,000.00 229,269.880 275,123 098 EROSION CONTROL (NETTING) SQYD 6.0000 346,800.00 40,421.730 242,530 099 CLASS 2 AGGREGATE SUBBASE CY 37.0000 22,200.00 341.500 12,635 100 CLASS 2 AGGREGATE BASE CY 30.0000 915,000.00 69,012.770 2,070,383 101 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 15,600.00 103.000 20,600 102 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 15,600.00 0.000 0 103 HOT MIX ASPHALT TON 62.0000 17,360,000.00 201,156.660 12,471,712 PROGRAM CAS145 PAGE 5 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 9.0000 11,700.00 211.000 1,899 105 DATA CORE LS 200,000.0000 200,000.00 1.000 200,000 106 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 63.00 81.000 81 107 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 43,300.00 64,939.600 64,939 108 PLACE HOT MIX ASPHALT SQYD 11.0000 95,480.00 6,996.500 76,961 (MISCELLANEOUS AREA) 109 TACK COAT TON 2,800.0000 154,000.00 195.920 548,576 110 CONTINUOUSLY REINFORCED CONCRETE CY 150.0000 4,815,000.00 25,947.650 3,892,147 PAVEMENT 111 CONTINUOUSLY REINFORCED CONCRETE EA 9,000.0000 135,000.00 11.000 99,000 PAVEMENT (PAVEMENT ANCHOR) 112 CONTINUOUSLY REINFORCED CONCRETE LF 60.0000 7,200.00 0.000 0 PAVEMENT (PAVEMENT EXPANSION JOINT) 113 CONCRETE PAVEMENT CY 115.0000 19,780,000.00 180,758.160 20,787,188 114 PAVEMENT ANCHOR (JOINTED PLANE CONCRETE EA 15,000.0000 30,000.00 2.000 30,000 PAVEMENT) 115 SHOULDER RUMBLE STRIP STA 55.0000 104,500.00 1,810.340 99,568 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 116 REPLACE CONCRETE PAVEMENT CY 80.0000 612,800.00 10,000.890 800,071 117 SEAL PAVEMENT JOINT LF 1.4500 910,600.00 526,476.000 763,390 118 SEAL ISOLATION JOINT LF 1.4500 22,620.00 15,242.000 22,100 119 GRIND EXISTING CONCRETE SQYD 12.0000 210,000.00 9,441.640 113,299 PAVEMENT 120 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 2,113,100.00 4.360 4,796.00 1,925.360 2,117,896 (F) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 462,000.00 924.000 554,400 (TYPE R) 122 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 245,000.00 544.330 272,165 123 MINOR CONCRETE (INVERT PAVING) CY 3,000.0000 54,000.00 23.500 70,500 124 PAVING NOTCH EXTENSION CY 2,500.0000 9,250.00 1.000 2,500 125 COLORED CONCRETE (GORE) CY 200.0000 84,000.00 0.000 0 126 CLEAN EXPANSION JOINT LF 19.0000 21,736.00 1,056.000 20,064 127 RAPID SETTING CONCRETE (PATCH) CF 29.0000 108,924.00 3,972.000 115,188 128 FURNISH POLYESTER CONCRETE OVERLAY CF 60.0000 1,108,140.00 18,787.000 1,127,220 129 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 184,668.00 184,668.000 184,668 (F) PROGRAM CAS145 PAGE 6 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GRIND BRIDGE APPROACH SQFT 2.0000 6,968.00 3,484.000 6,968 131 ANTI-ICING SYSTEM LS 290,000.0000 290,000.00 1.000 290,000 132 SNOWPLOW DEFLECTOR EA 250.0000 98,000.00 259.000 64,750 133 JOINT SEAL (MR 1/2") LF 22.0000 5,654.00 257.000 5,654 134 JOINT SEAL (MR 1") LF 32.0000 44,064.00 993.000 31,776 135 JOINT SEAL (MR 1 1/2") LF 42.0000 5,628.00 179.500 7,539 136 JOINT SEAL (MR 2") LF 62.0000 6,448.00 104.000 6,448 137 BAR REINFORCING STEEL (EPOXY COATED) LB 0.7000 303,636.90 433,767.000 303,636 (F) 138 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 18,750.00 3,125.000 18,750 (F) WITH WALKWAY) 139 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 12,500.00 3,125.000 12,500 (F) WITH WALKWAY) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 807,272.00 201,818.000 807,272 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 50,454.50 201,818.000 50,454 (F) 142 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 22,900.00 2,289.000 22,890 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,500.00 147.000 1,470 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,900.00 486.190 4,861 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,700.00 968.500 9,685 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 118.500 1,185 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,100.00 406.500 4,065 (0.080"-FRAMED) 148 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 418,000.00 196.000 372,400 (SIGN FOUNDATION) 149 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,260.0000 678,000.00 205.000 463,300 (SIGN FOUNDATION) 150 ROADSIDE SIGN - ONE POST EA 185.0000 14,800.00 76.000 14,060 151 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 20.000 10,000 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 3,520.00 33.000 2,640 METHOD) 153 12" PLASTIC PIPE (TYPE S) LF 40.0000 140,000.00 4,968.000 198,720 154 15" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 29,000.00 372.200 37,220 155 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 19,000.00 197.000 19,700 156 24" CORRUGATED STEEL PIPE (.138" THICK) LF 80.0000 120,000.00 1,117.500 89,400 PROGRAM CAS145 PAGE 7 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 24.0000 756,000.00 32,354.000 776,496 158 PERMEABLE MATERIAL CY 45.0000 630.00 14.100 634 159 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 69,600.00 2,320.000 69,600 (.109" THICK) 160 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 10,500.00 249.000 12,450 (.109" THICK) 161 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 2,800.00 40.000 2,800 (.138" THICK) 162 15" ENTRANCE TAPER EA 600.0000 24,600.00 44.000 26,400 163 15" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 0.000 0 164 15" ANCHOR ASSEMBLY EA 400.0000 40,400.00 106.000 42,400 165 18" ANCHOR ASSEMBLY EA 400.0000 3,600.00 5.000 2,000 166 24" ANCHOR ASSEMBLY EA 600.0000 1,200.00 2.000 1,200 167 18" STEEL FLARED END SECTION EA 400.0000 6,800.00 18.000 7,200 168 24" STEEL FLARED END SECTION EA 500.0000 11,500.00 15.000 7,500 169 30" STEEL FLARED END SECTION EA 550.0000 5,500.00 8.000 4,400 170 36" STEEL FLARED END SECTION EA 700.0000 6,300.00 6.000 4,200 171 42" STEEL FLARED END SECTION EA 800.0000 2,400.00 3.000 2,400 172 48" STEEL FLARED END SECTION EA 900.0000 4,500.00 5.000 4,500 173 ROCK SLOPE PROTECTION CY 60.0000 534,000.00 2,435.730 146,143 (1/4 TON, METHOD B) 174 ROCK SLOPE PROTECTION CY 70.0000 24,500.00 248.000 17,360 (FACING, METHOD B) 175 CONCRETE (CONCRETED-ROCK SLOPE CY 400.0000 4,800.00 9.900 3,960 PROTECTION) 176 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 15,000.00 97.280 24,320 (FACING, METHOD B) 177 GABION CF 9.0000 3,690.00 338.000 3,042 178 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 18,390.00 2,816.100 8,448 179 MINOR CONCRETE (CURB AND GUTTER) CY 785.0000 37,680.00 9.300 7,300 180 PLACE PORTLAND CEMENT CONCRETE DIKE LF 30.0000 81,000.00 3,037.000 91,110 (TYPE C) 181 PLACE PORTLAND CEMENT CONCRETE DIKE LF 22.0000 616,000.00 28,323.000 623,106 (TYPE E) 182 PLACE PORTLAND CEMENT CONCRETE DIKE LF 23.0000 138,000.00 6,282.000 144,486 (TYPE F) 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,841.00 17,841.000 17,841 (F) PROGRAM CAS145 PAGE 8 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 MISCELLANEOUS METAL LB 2.0000 3,800.00 1,900.000 3,800 (F) (RESTRAINER - CABLE TYPE) 185 BRIDGE DECK DRAINAGE SYSTEM LB 23.0000 24,058.00 1,046.000 24,058 (F) 186 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 19,980.00 1,087.000 19,566 187 CONCRETE BARRIER DELINEATOR (16") EA 65.0000 23,400.00 105.000 6,825 188 DELINEATOR (CLASS 2) EA 43.0000 64,930.00 925.000 39,775 189 HIGHWAY POST MARKER EA 104.0000 4,160.00 49.000 5,096 190 MARKER (CULVERT) EA 5.0000 1,150.00 214.000 1,070 191 CONCRETE BARRIER MARKER EA 43.0000 1,290.00 59.000 2,537 (NON-IMPACTABLE) 192 OBJECT MARKER (TYPE L-1) EA 60.0000 4,620.00 59.000 3,540 193 MARKER (CONCRETE PAVEMENT ANCHOR) EA 140.0000 2,380.00 0.000 0 194 PIPE BOLLARD EA 600.0000 2,400.00 4.000 2,400 195 METAL BEAM GUARD RAILING (7' WOOD POST) LF 21.0000 415,800.00 19,502.000 409,542 196 CONCRETE BARRIER (TYPE 25R) LF 300.0000 45,900.00 153.000 45,900 (F) 197 CONCRETE BARRIER (TYPE 1) TRANSITION LF 344.0000 9,632.00 28.000 9,632 (F) 198 TRANSITION RAILING (TYPE WB) EA 4,500.0000 495,000.00 100.000 450,000 199 END CAP (TYPE A) EA 166.0000 498.00 3.000 498 200 END CAP (TYPE TC) EA 236.0000 25,960.00 80.000 18,880 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 18,000.00 22.000 22,000 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 108,000.00 40.000 120,000 203 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 231,000.00 83.000 228,250 204 CONCRETE BARRIER (TYPE 60C) LF 80.0000 8,800.00 111.000 8,880 205 CONCRETE BARRIER (TYPE 60E, MODIFIED) LF 130.0000 3,900.00 30.000 3,900 206 CONCRETE BARRIER (TYPE 60S) LF 33.0000 48,510.00 1,483.000 48,939 207 CONCRETE BARRIER (TYPE 60SC, MODIFIED) LF 97.0000 3,977,000.00 41,218.000 3,998,146 208 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 65.0000 275,275.00 4,235.000 275,275 (F) 209 CONCRETE BARRIER (TYPE 732B, MODIFIED) LF 115.0000 565,800.00 5,598.000 643,770 210 SHOULDER BARRIER (TYPE 732 LSB) LF 290.0000 739,500.00 2,550.000 739,500 PROGRAM CAS145 PAGE 9 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 SHOULDER BARRIER LF 300.0000 144,000.00 480.000 144,000 (TYPE 732 LSB, MODIFIED) 212 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6500 69,495.00 12,913.000 72,958 (RECESSED) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 360,000.00 148,346.000 356,030 (RECESSED, BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.1500 8,137.00 819.000 4,217 (RECESSED) (BROKEN 17-7) 215 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 858,000.00 347,895.000 956,711 (RECESSED) 216 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 89,100.00 162,309.000 48,692 217 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9000 6,327.00 7,026.000 6,323 218 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 4.6000 15,134.00 3,947.000 18,156 219 PAVEMENT MARKER (RETROREFLECTIVE-BLUE) EA 5.0000 305.00 0.000 0 220 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 221 LIGHTING LS 180,000.0000 180,000.00 1.000 180,000 222 SIGN ILLUMINATION LS 173,000.0000 173,000.00 1.000 173,000 223 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 2,000.0000 2,000.00 0.000 0 224 MODIFY SIGN ILLUMINATION LS 10,100.0000 10,100.00 1.000 10,100 225 LED DYNAMIC MESSAGE SIGN LS 229,000.0000 229,000.00 1.000 229,000 (RADAR FEEDBACK) 226 MODIFY ANTI-ICING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 227 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 1.000 32,000 228 TRAFFIC MONITORING STATION LS 29,000.0000 29,000.00 1.000 29,000 229 MODIFY LIGHTING LS 1,246,641.0000 1,246,641.00 1.000 1,246,641 230 MODIFY ROADWAY WEATHER INFORMATION LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM 231 REPLACE PULL BOX LS 1,000.0000 1,000.00 1.000 1,000 232 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 233 REMOVE TEMPORARY HOT MIX ASPHALT RAMP CY 10.0000 44,500.00 1,700.300 17,003 234 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 235 IMPORTED MATERIAL (SHOULDER BACKING) CY 35.0000 598,500.00 22,095.090 773,328 PROGRAM CAS145 PAGE 10 DATE 04/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 08:30 AM ESTIMATE NO. 48 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 04/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,796.00 75,708,844.35 ADJUSTMENT OF COMPENSATION 22,800.00 3,976,424.36 EXTRA WORK 208,579.08 4,220,075.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 236,175.08 83,905,344.44 236 MOBILIZATION LS 8,700,000.0000 8,700,000.00 1.000 8,700,000 ORIGINAL CONTRACT AMOUNT 89,979,959.50 TOTAL WORK COMPLETED 236,175.08 92,605,344.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 16,325.29 -188,262.72 TOTAL 252,500.37 92,417,081.72 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 03/16/10 360 05/11/10 05/10/10 06/18/14 438 543 80 0 99% 100% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/14