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 11/21/12 EST. NO.31 TIME 10:30 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 --------------------------------------------------------------------------- 014 0017 123,085.67 A.C. @ U.P.(+) 052112 N 17 0 0018 116,088.85 062112 N 18 0 0020 34,838.98 082312 N 20 0 0022 54,811.22 110812 N 22 0 015 0011 30,798.06 A.C. @ U.P.(+) 102512 N 11 0 0012 23,908.23 102612 N 12 0 0013 11,331.61 110912 N 13 0 021 0015 1,185.21 E.W. @ F.A.(+) 051712 N 0451.0 022 0007 1,520.26 E.W. @ F.A.(+) 041912 N 0456.0 044 0022 2,058.66 E.W. @ F.A.(+) 102411 N 0365.0 0027 597.79 081611 N 0452.0 0028 467.17 081611 N 0453.0 048 0021 500.00 E.W. @ U.P (+) 101812 N 21 0 0022 7,500.00 A.C. @ U.P.(+) 101912 N 22 0 050 0019 6,196.67 E.W. @ F.A.(+) 082211 N 0425.1 061 0018 354.49 E.W. @ F.A.(+) 062012 N 450 0 084 0001 2,134.63 E.W. @ F.A.(+) 060612 N 0447.0 417,377.50 TOTAL THIS ESTIMATE 3,858,343.83 TOTAL PREVIOUS ESTIMATE 4,275,721.33 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 11/21/12 EST. NO.31 TIME 10:30 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 69,200.00 -377,517.50 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 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 0.00 -10,000.00 TOTAL DEDUCTIONS 69,200.00 -387,517.50 PROGRAM CAS145 PAGE 1 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 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 8.000 20,000.00 309.000 772,500 004 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 0.021 5,670.00 0.836 225,720 006 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.008 24.00 0.833 2,499 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 93.000 325.50 2,986.500 10,452 014 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 2.000 600.00 5.000 1,500 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 12.000 4,800.00 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 0.021 3,150.00 0.828 124,200 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 35,000.0000 35,000.00 0.021 735.00 0.609 21,315 020 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 0.021 6,300.00 0.828 248,400 022 TYPE III BARRICADE EA 150.0000 1,950.00 4.000 600 PROGRAM CAS145 PAGE 2 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,724,031.000 68,961 026 TEMPORARY OBJECT MARKER (TYPE L-1) EA 45.0000 1,305.00 15.000 675.00 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 1,959.000 56,811 029 TEMPORARY CONCRETE BARRIER DELINEATOR EA 65.0000 14,300.00 222.000 14,430.00 232.000 15,080 (16") 030 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 19,200.00 44.000 1,320.00 545.000 16,350 031 TEMPORARY DELINEATOR (CLASS 2) EA 32.0000 16,640.00 63.000 2,016.00 573.000 18,336 032 TEMPORARY LIGHTING LS 750,000.0000 750,000.00 0.780 585,000 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.021 630.00 0.828 24,840 034 TEMPORARY RAILING (TYPE K) LF 6.0000 960,000.00 -2,350.500 -14,103.00 119,635.000 717,810 035 TEMPORARY CRASH CUSHION MODULE EA 96.0000 32,640.00 182.000 17,472 036 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 4.000 500.00 16.000 2,000 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 434,000.00 123,178.000 43,112.30 469,288.500 164,250 043 REMOVE PAVEMENT MARKING SQFT 2.5000 650.00 252.000 630 044 REMOVE ROADSIDE SIGN EA 34.0000 5,270.00 0.000 0 045 REMOVE SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0 046 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 6,000.00 0.000 0 047 REMOVE ASPHALT CONCRETE DIKE LF 0.1400 10,472.00 50,977.700 7,136 048 REMOVE CULVERT EA 800.0000 9,600.00 4.000 3,200 049 REMOVE DOWNDRAIN EA 400.0000 33,600.00 1.000 400.00 74.000 29,600 PROGRAM CAS145 PAGE 3 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,350.480 95,257 052 REMOVE CONCRETE DECK SURFACE SQFT 15.0000 121,230.00 0.000 0 053 SALVAGE METAL BRIDGE RAILING LF 18.0000 6,498.00 542.000 9,756 054 RECONSTRUCT INLET EA 2,000.0000 2,000.00 0.000 0 055 RESET ROADSIDE SIGN EA 375.0000 22,875.00 0.000 0 056 RELOCATE ROADSIDE SIGN EA 300.0000 4,200.00 0.000 0 057 RELOCATE SIGN STRUCTURE EA 7,200.0000 57,600.00 2.000 14,400 058 ADJUST INLET EA 1,800.0000 5,400.00 1.000 1,800 059 18" CURED-IN-PLACE PIPE LINER LF 150.0000 156,000.00 768.700 115,305 060 24" CURED-IN-PLACE PIPE LINER LF 150.0000 436,500.00 1,151.800 172,770 061 30" CURED-IN-PLACE PIPE LINER LF 126.0000 154,980.00 65.000 8,190 062 36" CURED-IN-PLACE PIPE LINER LF 152.0000 249,280.00 0.000 0 063 42" CURED-IN-PLACE PIPE LINER LF 248.0000 238,080.00 0.000 0 064 48" CURED-IN-PLACE PIPE LINER LF 282.0000 516,060.00 0.000 0 065 54" CURED-IN-PLACE PIPE LINER LF 343.0000 185,220.00 0.000 0 066 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 0.000 0 068 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 1,531.000 35,213 071 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 46,167.00 0.000 0 072 SALVAGE PORTABLE CONCRETE BARRIER LF 3.0000 4,410.00 1,222.000 3,666 (TYPE 60K, PINNED) 073 REMOVE TEMPORARY RAILING (TYPE K) LF 2.0000 14,780.00 2,560.000 5,120 074 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 0.500 2,500 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 4 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,000.0000 5,000.00 0.500 2,500 079 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,000.0000 5,000.00 0.500 2,500 080 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 0.500 2,500 082 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 0.000 0 085 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 8,820.00 600.000 3,600 (TYPE 60K, PINNED) 088 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.600 120,000 089 ROADWAY EXCAVATION CY 40.0000 3,180,000.00 15.000 600.00 76,973.450 3,078,938 090 LEAD COMPLIANCE PLAN LS 7,350.0000 7,350.00 0.008 58.80 0.765 5,622 091 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.008 12.00 0.806 1,209 092 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.008 12.00 0.806 1,209 093 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 0.000 0 096 IMPORTED BORROW CY 1.5000 81,300.00 184.000 276.00 69,866.950 104,800 097 EROSION CONTROL (TYPE D) SQYD 1.2000 342,000.00 23,425.600 28,110.72 195,787.700 234,945 098 EROSION CONTROL (NETTING) SQYD 6.0000 346,800.00 691.000 4,146.00 40,180.530 241,083 099 CLASS 2 AGGREGATE SUBBASE CY 37.0000 22,200.00 287.500 10,637 100 CLASS 2 AGGREGATE BASE CY 30.0000 915,000.00 -238.600 -7,158.00 68,906.870 2,067,206 101 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 15,600.00 97.000 19,400 102 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 15,600.00 0.000 0 103 HOT MIX ASPHALT TON 62.0000 17,360,000.00 193.450 11,993.90 200,827.340 12,451,295 PROGRAM CAS145 PAGE 5 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 106 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 46,025.800 46,025 108 PLACE HOT MIX ASPHALT SQYD 11.0000 95,480.00 37.200 409.20 3,899.960 42,899 (MISCELLANEOUS AREA) 109 TACK COAT TON 2,800.0000 154,000.00 187.020 523,656 110 CONTINUOUSLY REINFORCED CONCRETE CY 150.0000 4,815,000.00 25,137.650 3,770,647 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 19,780,000.00 180,730.260 20,783,979 114 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 0.000 0 (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 910,600.00 522,832.600 758,107 118 SEAL ISOLATION JOINT LF 1.4500 22,620.00 245.000 355.25 15,242.000 22,100 119 GRIND EXISTING CONCRETE SQYD 12.0000 210,000.00 6,668.650 80,023 PAVEMENT 120 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 2,113,100.00 1,627.000 1,789,700 (F) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 462,000.00 864.000 518,400 (TYPE R) 122 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 245,000.00 520.830 260,415 123 MINOR CONCRETE (INVERT PAVING) CY 3,000.0000 54,000.00 0.000 0 124 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 78.000 1,482 127 RAPID SETTING CONCRETE (PATCH) CF 29.0000 108,924.00 767.000 22,243 128 FURNISH POLYESTER CONCRETE OVERLAY CF 60.0000 1,108,140.00 0.000 0 129 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 184,668.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 131 ANTI-ICING SYSTEM LS 290,000.0000 290,000.00 0.180 52,200 132 SNOWPLOW DEFLECTOR EA 250.0000 98,000.00 0.000 0 133 JOINT SEAL (MR 1/2") LF 22.0000 5,654.00 0.000 0 134 JOINT SEAL (MR 1") LF 32.0000 44,064.00 0.000 0 135 JOINT SEAL (MR 1 1/2") LF 42.0000 5,628.00 0.000 0 136 JOINT SEAL (MR 2") LF 62.0000 6,448.00 0.000 0 137 BAR REINFORCING STEEL (EPOXY COATED) LB 0.7000 303,636.90 311,676.000 218,173 (F) 138 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 18,750.00 0.000 0 (F) WITH WALKWAY) 139 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 12,500.00 0.000 0 (F) WITH WALKWAY) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 807,272.00 201,474.000 805,896 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 50,454.50 80,628.000 20,157 (F) 142 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 22,900.00 348.000 3,480 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,500.00 0.000 0 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,900.00 0.000 0 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,700.00 0.000 0 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 0.000 0 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,100.00 0.000 0 (0.080"-FRAMED) 148 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 418,000.00 0.000 0 (SIGN FOUNDATION) 149 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,260.0000 678,000.00 92.000 207,920 (SIGN FOUNDATION) 150 ROADSIDE SIGN - ONE POST EA 185.0000 14,800.00 0.000 0 151 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 0.000 0 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 3,520.00 0.000 0 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 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 65.000 1,950.00 2,302.000 69,060 (.109" THICK) 160 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 10,500.00 174.000 8,700 (.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 1.000 600.00 43.000 25,800 163 15" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 0.000 0 164 15" ANCHOR ASSEMBLY EA 400.0000 40,400.00 2.000 800.00 105.000 42,000 165 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 3.000 1,200.00 15.000 6,000 168 24" STEEL FLARED END SECTION EA 500.0000 11,500.00 10.000 5,000 169 30" STEEL FLARED END SECTION EA 550.0000 5,500.00 1.000 550.00 4.000 2,200 170 36" STEEL FLARED END SECTION EA 700.0000 6,300.00 2.000 1,400 171 42" STEEL FLARED END SECTION EA 800.0000 2,400.00 2.000 1,600 172 48" STEEL FLARED END SECTION EA 900.0000 4,500.00 2.000 1,800 173 ROCK SLOPE PROTECTION CY 60.0000 534,000.00 9.770 586.20 2,194.730 131,683 (1/4 TON, METHOD B) 174 ROCK SLOPE PROTECTION CY 70.0000 24,500.00 5.300 371.00 248.000 17,360 (FACING, METHOD B) 175 CONCRETE (CONCRETED-ROCK SLOPE CY 400.0000 4,800.00 6.000 2,400 PROTECTION) 176 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 15,000.00 35.480 8,870.00 75.680 18,920 (FACING, METHOD B) 177 GABION CF 9.0000 3,690.00 0.000 0 178 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 18,390.00 2,173.500 6,520 179 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 26,669.800 586,735 (TYPE E) 182 PLACE PORTLAND CEMENT CONCRETE DIKE LF 23.0000 138,000.00 6,159.500 141,668 (TYPE F) 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,841.00 11,948.000 11,948 (F) PROGRAM CAS145 PAGE 8 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,536.000 5,072 (F) (RESTRAINER - CABLE TYPE) 185 BRIDGE DECK DRAINAGE SYSTEM LB 23.0000 24,058.00 444.000 10,212 (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 64,930.00 735.000 31,605.00 735.000 31,605 189 HIGHWAY POST MARKER EA 104.0000 4,160.00 0.000 0 190 MARKER (CULVERT) EA 5.0000 1,150.00 0.000 0 191 CONCRETE BARRIER MARKER EA 43.0000 1,290.00 0.000 0 (NON-IMPACTABLE) 192 OBJECT MARKER (TYPE L-1) EA 60.0000 4,620.00 40.000 2,400.00 40.000 2,400 193 MARKER (CONCRETE PAVEMENT ANCHOR) EA 140.0000 2,380.00 0.000 0 194 PIPE BOLLARD EA 600.0000 2,400.00 0.000 0 195 METAL BEAM GUARD RAILING (7' WOOD POST) LF 21.0000 415,800.00 1,130.000 23,730.00 18,900.500 396,910 196 CONCRETE BARRIER (TYPE 25R) LF 300.0000 45,900.00 117.000 35,100 (F) 197 CONCRETE BARRIER (TYPE 1) TRANSITION LF 344.0000 9,632.00 12.500 4,300 (F) 198 TRANSITION RAILING (TYPE WB) EA 4,500.0000 495,000.00 7.000 31,500.00 99.000 445,500 199 END CAP (TYPE A) EA 166.0000 498.00 1.000 166.00 2.000 332 200 END CAP (TYPE TC) EA 236.0000 25,960.00 7.000 1,652.00 79.000 18,644 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 18,000.00 1.000 1,000.00 15.000 15,000 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 108,000.00 4.000 12,000.00 39.000 117,000 203 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 231,000.00 4.000 11,000.00 77.000 211,750 204 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 48,510.00 720.000 23,760.00 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 3,278.000 213,070 (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 2,545.000 738,050 PROGRAM CAS145 PAGE 9 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (RECESSED) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 360,000.00 0.000 0 (RECESSED, BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.1500 8,137.00 0.000 0 (RECESSED) (BROKEN 17-7) 215 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 858,000.00 0.000 0 (RECESSED) 216 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 89,100.00 162,309.000 48,692.70 162,309.000 48,692 217 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9000 6,327.00 7,026.000 6,323.40 7,026.000 6,323 218 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 4.6000 15,134.00 958.000 4,406 219 PAVEMENT MARKER (RETROREFLECTIVE-BLUE) EA 5.0000 305.00 0.000 0 220 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.666 6,660 SYSTEM ELEMENTS DURING CONSTRUCTION 221 LIGHTING LS 180,000.0000 180,000.00 0.570 102,600 222 SIGN ILLUMINATION LS 173,000.0000 173,000.00 0.290 50,170 223 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 0.000 0 225 LED DYNAMIC MESSAGE SIGN LS 229,000.0000 229,000.00 0.570 130,530 (RADAR FEEDBACK) 226 MODIFY ANTI-ICING SYSTEM LS 5,000.0000 5,000.00 0.000 0 227 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.200 6,400 228 TRAFFIC MONITORING STATION LS 29,000.0000 29,000.00 0.170 4,930 229 MODIFY LIGHTING LS 1,246,641.0000 1,246,641.00 0.797 993,572 230 MODIFY ROADWAY WEATHER INFORMATION LS 5,000.0000 5,000.00 0.000 0 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 598,500.00 256.000 8,960.00 21,717.090 760,098 PROGRAM CAS145 PAGE 10 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 31 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 11/20/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 347,116.97 65,623,307.63 ADJUSTMENT OF COMPENSATION 402,362.62 2,789,532.35 EXTRA WORK 15,014.88 1,486,188.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 764,494.47 69,899,028.96 236 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 764,494.47 78,599,028.96 MATERIALS ON HAND ON SITE 1,006,695.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 69,200.00 -387,517.50 TOTAL 833,694.47 79,218,206.46 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 02/26/13 324 311 27 0 84% 84% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/12