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 06/19/12 EST. NO.26 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 --------------------------------------------------------------------------- 062 0002 215,201.28 A.C. @ L.S.(+) 052112 N 2 0 215,201.28 TOTAL THIS ESTIMATE 3,127,315.65 TOTAL PREVIOUS ESTIMATE 3,342,516.93 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 06/19/12 EST. NO.26 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 20,000.00 -87,315.00 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 0.00 -5,000.00 TOTAL DEDUCTIONS 20,000.00 -92,315.00 PROGRAM CAS145 PAGE 1 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 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 ROSEVILLE, CA 95678 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.500 1,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 900,000.00 12.000 30,000.00 225.000 562,500.00 004 TEMPORARY FENCE (TYPE ESA) LF 1.5000 32,100.00 17,352.000 26,028.00 005 CONSTRUCTION SITE MANAGEMENT LS 270,000.0000 270,000.00 0.031 8,370.00 0.619 167,130.00 006 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0.00 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.012 36.00 0.745 2,235.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.8000 21,000.00 775.000 2,170.00 009 TEMPORARY SILT FENCE LF 3.1000 756,400.00 7,787.000 24,139.70 010 TEMPORARY GRAVEL BAG BERM LF 4.0000 88,000.00 1,297.000 5,188.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 64,000.00 0.000 0.00 012 TEMPORARY COVER SQYD 10.0000 58,200.00 702.320 7,023.20 013 TEMPORARY CHECK DAM LF 3.5000 23,100.00 170.000 595.00 2,873.500 10,057.25 014 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 3.000 900.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 6.000 2,400.00 016 TEMPORARY DRAINAGE INLET COVER EA 350.0000 8,750.00 4.000 1,400.00 017 TEMPORARY HYDRAULIC MULCH SQFT 0.0300 5,040.00 64,201.000 1,926.03 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 150,000.0000 150,000.00 0.031 4,650.00 0.611 91,650.00 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 35,000.0000 35,000.00 0.031 1,085.00 0.392 13,720.00 020 CONSTRUCTION AREA SIGNS LS 38,600.0000 38,600.00 0.319 12,313.40 021 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.031 9,300.00 0.611 183,300.00 022 TYPE III BARRICADE EA 150.0000 1,950.00 4.000 600.00 PROGRAM CAS145 PAGE 2 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.3500 634.50 958.000 2,251.30 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.2500 9,175.00 0.000 0.00 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0400 40,800.00 22,770.000 910.80 1,214,969.000 48,598.76 026 TEMPORARY OBJECT MARKER (TYPE L-1) EA 45.0000 1,305.00 30.000 1,350.00 027 TEMPORARY OBJECT MARKER (TYPE P) EA 45.0000 675.00 10.000 450.00 028 TRAFFIC PLASTIC DRUM EA 29.0000 24,650.00 1,959.000 56,811.00 029 TEMPORARY CONCRETE BARRIER DELINEATOR EA 65.0000 14,300.00 10.000 650.00 (16") 030 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 19,200.00 219.000 6,570.00 031 TEMPORARY DELINEATOR (CLASS 2) EA 32.0000 16,640.00 405.000 12,960.00 032 TEMPORARY LIGHTING LS 750,000.0000 750,000.00 0.780 585,000.00 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.031 930.00 0.611 18,330.00 034 TEMPORARY RAILING (TYPE K) LF 6.0000 960,000.00 59,645.500 357,873.00 035 TEMPORARY CRASH CUSHION MODULE EA 96.0000 32,640.00 182.000 17,472.00 036 ABANDON CULVERT EA 2,000.0000 4,000.00 0.000 0.00 037 ABANDON INLET EA 700.0000 700.00 0.000 0.00 038 OBLITERATE SURFACING SQYD 1.0000 6,340.00 0.000 0.00 039 REMOVE CHAIN LINK FENCE LF 4.0000 4,440.00 1,110.000 4,440.00 040 REMOVE METAL BEAM GUARD RAILING LF 4.0000 206,800.00 42,969.500 171,878.00 041 REMOVE FLARED END SECTION EA 125.0000 7,250.00 1.000 125.00 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 434,000.00 9,892.000 3,462.20 234,046.000 81,916.10 043 REMOVE PAVEMENT MARKING SQFT 2.5000 650.00 126.000 315.00 044 REMOVE ROADSIDE SIGN EA 34.0000 5,270.00 0.000 0.00 045 REMOVE SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0.00 046 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 6,000.00 0.000 0.00 047 REMOVE ASPHALT CONCRETE DIKE LF 0.1400 10,472.00 4,235.000 592.90 36,560.700 5,118.50 048 REMOVE CULVERT EA 800.0000 9,600.00 4.000 3,200.00 049 REMOVE DOWNDRAIN EA 400.0000 33,600.00 8.000 3,200.00 44.000 17,600.00 PROGRAM CAS145 PAGE 3 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.3000 467,010.60 26,950.000 8,085.00 1,679,319.350 503,795.81 051 REMOVE BASE AND SURFACING CY 15.0000 143,100.00 619.370 9,290.55 2,676.180 40,142.70 052 REMOVE CONCRETE DECK SURFACE SQFT 15.0000 121,230.00 0.000 0.00 053 SALVAGE METAL BRIDGE RAILING LF 18.0000 6,498.00 181.000 3,258.00 361.000 6,498.00 054 RECONSTRUCT INLET EA 2,000.0000 2,000.00 0.000 0.00 055 RESET ROADSIDE SIGN EA 375.0000 22,875.00 0.000 0.00 056 RELOCATE ROADSIDE SIGN EA 300.0000 4,200.00 0.000 0.00 057 RELOCATE SIGN STRUCTURE EA 7,200.0000 57,600.00 0.000 0.00 058 ADJUST INLET EA 1,800.0000 5,400.00 1.000 1,800.00 059 18" CURED-IN-PLACE PIPE LINER LF 150.0000 156,000.00 768.700 115,305.00 060 24" CURED-IN-PLACE PIPE LINER LF 150.0000 436,500.00 1,151.800 172,770.00 061 30" CURED-IN-PLACE PIPE LINER LF 126.0000 154,980.00 65.000 8,190.00 062 36" CURED-IN-PLACE PIPE LINER LF 152.0000 249,280.00 0.000 0.00 063 42" CURED-IN-PLACE PIPE LINER LF 248.0000 238,080.00 0.000 0.00 064 48" CURED-IN-PLACE PIPE LINER LF 282.0000 516,060.00 0.000 0.00 065 54" CURED-IN-PLACE PIPE LINER LF 343.0000 185,220.00 0.000 0.00 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 81,200.00 40,357.980 70,626.47 067 REMOVE TEMPORARY CROSSOVER CY 10.0000 61,700.00 0.000 0.00 068 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 17,880.00 1,354.000 5,416.00 069 REMOVE CONCRETE SIDEWALK LF 4.0000 760.00 0.000 0.00 070 REMOVE UNSOUND CONCRETE CF 23.0000 86,388.00 765.000 17,595.00 071 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 46,167.00 0.000 0.00 072 SALVAGE PORTABLE CONCRETE BARRIER LF 3.0000 4,410.00 0.000 0.00 (TYPE 60K, PINNED) 073 REMOVE TEMPORARY RAILING (TYPE K) LF 2.0000 14,780.00 2,560.000 5,120.00 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 39,000.0000 39,000.00 0.500 19,500.00 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 0.000 0.00 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000.00 PROGRAM CAS145 PAGE 4 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 0.000 0.00 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,000.0000 5,000.00 0.500 2,500.00 079 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,000.0000 5,000.00 0.500 2,500.00 080 BRIDGE REMOVAL (PORTION), LOCATION G LS 5,000.0000 5,000.00 1.000 5,000.00 081 BRIDGE REMOVAL (PORTION), LOCATION H LS 5,000.0000 5,000.00 0.500 2,500.00 082 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,000.0000 5,000.00 1.000 5,000.00 083 BRIDGE REMOVAL (PORTION), LOCATION J LS 75,000.0000 75,000.00 0.250 18,750.00 0.500 37,500.00 084 BRIDGE REMOVAL (PORTION), LOCATION K LS 85,000.0000 85,000.00 0.000 0.00 085 BRIDGE REMOVAL (PORTION), LOCATION L LS 108,000.0000 108,000.00 0.250 27,000.00 0.500 54,000.00 086 BRIDGE REMOVAL (PORTION), LOCATION M LS 97,000.0000 97,000.00 1.000 97,000.00 087 RESET PORTABLE CONCRETE BARRIER LF 6.0000 8,820.00 600.000 3,600.00 (TYPE 60K, PINNED) 088 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.600 120,000.00 089 ROADWAY EXCAVATION CY 40.0000 3,180,000.00 9,422.600 376,904.00 46,246.310 1,849,852.40 090 LEAD COMPLIANCE PLAN LS 7,350.0000 7,350.00 0.012 88.20 0.677 4,975.95 091 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.012 18.00 0.718 1,077.00 092 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.012 18.00 0.718 1,077.00 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 094 SAND BACKFILL CY 200.0000 3,400.00 0.000 0.00 095 HYBRID ROCK FALL BARRIER SYSTEM LS 500,000.0000 1,500,000.00 0.000 0.00 096 IMPORTED BORROW CY 1.5000 81,300.00 3,488.000 5,232.00 38,021.950 57,032.93 097 EROSION CONTROL (TYPE D) SQYD 1.2000 342,000.00 55,583.500 66,700.20 098 EROSION CONTROL (NETTING) SQYD 6.0000 346,800.00 14,627.300 87,763.80 099 CLASS 2 AGGREGATE SUBBASE CY 37.0000 22,200.00 0.000 0.00 100 CLASS 2 AGGREGATE BASE CY 30.0000 915,000.00 3,522.000 105,660.00 45,057.050 1,351,711.50 101 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 15,600.00 64.000 12,800.00 102 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 15,600.00 0.000 0.00 103 HOT MIX ASPHALT TON 62.0000 17,360,000.00 12,864.730 797,613.26 168,665.940 10,457,288.28 PROGRAM CAS145 PAGE 5 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 9.0000 11,700.00 0.000 0.00 105 DATA CORE LS 200,000.0000 200,000.00 0.000 0.00 106 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 63.00 0.000 0.00 107 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 43,300.00 5,543.000 5,543.00 5,543.000 5,543.00 108 PLACE HOT MIX ASPHALT SQYD 11.0000 95,480.00 460.150 5,061.65 475.450 5,229.95 (MISCELLANEOUS AREA) 109 TACK COAT TON 2,800.0000 154,000.00 187.020 523,656.00 110 CONTINUOUSLY REINFORCED CONCRETE CY 150.0000 4,815,000.00 25,137.650 3,770,647.50 PAVEMENT 111 CONTINUOUSLY REINFORCED CONCRETE EA 9,000.0000 135,000.00 11.000 99,000.00 PAVEMENT (PAVEMENT ANCHOR) 112 CONTINUOUSLY REINFORCED CONCRETE LF 60.0000 7,200.00 0.000 0.00 PAVEMENT (PAVEMENT EXPANSION JOINT) 113 CONCRETE PAVEMENT CY 115.0000 19,780,000.00 27,382.590 3,148,997.85 91,334.660 10,503,485.90 114 PAVEMENT ANCHOR (JOINTED PLANE CONCRETE EA 15,000.0000 30,000.00 0.000 0.00 PAVEMENT) 115 SHOULDER RUMBLE STRIP STA 55.0000 104,500.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 116 REPLACE CONCRETE PAVEMENT CY 80.0000 612,800.00 10,000.890 800,071.20 117 SEAL PAVEMENT JOINT LF 1.4500 910,600.00 30,665.000 44,464.25 178,057.600 258,183.52 118 SEAL ISOLATION JOINT LF 1.4500 22,620.00 4,725.500 6,851.98 119 GRIND EXISTING CONCRETE SQYD 12.0000 210,000.00 6,668.650 80,023.80 PAVEMENT 120 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 2,113,100.00 247.000 271,700.00 719.000 790,900.00 (F) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 462,000.00 138.000 82,800.00 236.000 141,600.00 (TYPE R) 122 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 245,000.00 36.400 18,200.00 216.250 108,125.00 123 MINOR CONCRETE (INVERT PAVING) CY 3,000.0000 54,000.00 0.000 0.00 124 PAVING NOTCH EXTENSION CY 2,500.0000 9,250.00 0.500 1,250.00 0.500 1,250.00 125 COLORED CONCRETE (GORE) CY 200.0000 84,000.00 0.000 0.00 126 CLEAN EXPANSION JOINT LF 19.0000 21,736.00 78.000 1,482.00 127 RAPID SETTING CONCRETE (PATCH) CF 29.0000 108,924.00 767.000 22,243.00 767.000 22,243.00 128 FURNISH POLYESTER CONCRETE OVERLAY CF 60.0000 1,108,140.00 0.000 0.00 129 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 184,668.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 GRIND BRIDGE APPROACH SQFT 2.0000 6,968.00 0.000 0.00 131 ANTI-ICING SYSTEM LS 290,000.0000 290,000.00 0.180 52,200.00 132 SNOWPLOW DEFLECTOR EA 250.0000 98,000.00 0.000 0.00 133 JOINT SEAL (MR 1/2") LF 22.0000 5,654.00 0.000 0.00 134 JOINT SEAL (MR 1") LF 32.0000 44,064.00 0.000 0.00 135 JOINT SEAL (MR 1 1/2") LF 42.0000 5,628.00 0.000 0.00 136 JOINT SEAL (MR 2") LF 62.0000 6,448.00 0.000 0.00 137 BAR REINFORCING STEEL (EPOXY COATED) LB 0.7000 303,636.90 416.000 291.20 95,912.000 67,138.40 (F) 138 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 18,750.00 0.000 0.00 (F) WITH WALKWAY) 139 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 12,500.00 0.000 0.00 (F) WITH WALKWAY) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 807,272.00 201,474.000 805,896.00 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 50,454.50 40,314.000 10,078.50 (F) 142 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 22,900.00 348.000 3,480.00 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,500.00 0.000 0.00 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,900.00 0.000 0.00 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,700.00 0.000 0.00 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 0.000 0.00 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,100.00 0.000 0.00 (0.080"-FRAMED) 148 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 418,000.00 0.000 0.00 (SIGN FOUNDATION) 149 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,260.0000 678,000.00 92.000 207,920.00 (SIGN FOUNDATION) 150 ROADSIDE SIGN - ONE POST EA 185.0000 14,800.00 0.000 0.00 151 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 0.000 0.00 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 3,520.00 0.000 0.00 METHOD) 153 12" PLASTIC PIPE (TYPE S) LF 40.0000 140,000.00 779.000 31,160.00 2,784.000 111,360.00 154 15" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 29,000.00 34.000 3,400.00 208.200 20,820.00 155 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 19,000.00 8.000 800.00 105.000 10,500.00 156 24" CORRUGATED STEEL PIPE (.138" THICK) LF 80.0000 120,000.00 1,117.500 89,400.00 PROGRAM CAS145 PAGE 7 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 24.0000 756,000.00 4,061.000 97,464.00 20,868.000 500,832.00 158 PERMEABLE MATERIAL CY 45.0000 630.00 2.700 121.50 2.700 121.50 159 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 69,600.00 223.000 6,690.00 1,054.000 31,620.00 (.109" THICK) 160 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 10,500.00 92.000 4,600.00 (.109" THICK) 161 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 2,800.00 40.000 2,800.00 (.138" THICK) 162 15" ENTRANCE TAPER EA 600.0000 24,600.00 8.000 4,800.00 27.000 16,200.00 163 15" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 0.000 0.00 164 15" ANCHOR ASSEMBLY EA 400.0000 40,400.00 12.000 4,800.00 50.000 20,000.00 165 18" ANCHOR ASSEMBLY EA 400.0000 3,600.00 0.000 0.00 166 24" ANCHOR ASSEMBLY EA 600.0000 1,200.00 2.000 1,200.00 167 18" STEEL FLARED END SECTION EA 400.0000 6,800.00 1.000 400.00 4.000 1,600.00 168 24" STEEL FLARED END SECTION EA 500.0000 11,500.00 7.000 3,500.00 169 30" STEEL FLARED END SECTION EA 550.0000 5,500.00 1.000 550.00 170 36" STEEL FLARED END SECTION EA 700.0000 6,300.00 0.000 0.00 171 42" STEEL FLARED END SECTION EA 800.0000 2,400.00 0.000 0.00 172 48" STEEL FLARED END SECTION EA 900.0000 4,500.00 1.000 900.00 173 ROCK SLOPE PROTECTION CY 60.0000 534,000.00 821.300 49,278.00 1,230.010 73,800.60 (1/4 TON, METHOD B) 174 ROCK SLOPE PROTECTION CY 70.0000 24,500.00 2.200 154.00 200.400 14,028.00 (FACING, METHOD B) 175 CONCRETE (CONCRETED-ROCK SLOPE CY 400.0000 4,800.00 6.000 2,400.00 PROTECTION) 176 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 15,000.00 40.200 10,050.00 (FACING, METHOD B) 177 GABION CF 9.0000 3,690.00 0.000 0.00 178 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 18,390.00 165.000 495.00 820.020 2,460.06 179 MINOR CONCRETE (CURB AND GUTTER) CY 785.0000 37,680.00 9.300 7,300.50 180 PLACE PORTLAND CEMENT CONCRETE DIKE LF 30.0000 81,000.00 494.500 14,835.00 2,001.500 60,045.00 (TYPE C) 181 PLACE PORTLAND CEMENT CONCRETE DIKE LF 22.0000 616,000.00 2,280.000 50,160.00 11,661.000 256,542.00 (TYPE E) 182 PLACE PORTLAND CEMENT CONCRETE DIKE LF 23.0000 138,000.00 1,766.000 40,618.00 3,041.000 69,943.00 (TYPE F) 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,841.00 2,838.000 2,838.00 8,278.000 8,278.00 (F) PROGRAM CAS145 PAGE 8 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 MISCELLANEOUS METAL LB 2.0000 3,800.00 954.000 1,908.00 (F) (RESTRAINER - CABLE TYPE) 185 BRIDGE DECK DRAINAGE SYSTEM LB 23.0000 24,058.00 444.000 10,212.00 (F) 186 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 19,980.00 1,087.000 19,566.00 187 CONCRETE BARRIER DELINEATOR (16") EA 65.0000 23,400.00 0.000 0.00 188 DELINEATOR (CLASS 2) EA 43.0000 64,930.00 0.000 0.00 189 HIGHWAY POST MARKER EA 104.0000 4,160.00 0.000 0.00 190 MARKER (CULVERT) EA 5.0000 1,150.00 0.000 0.00 191 CONCRETE BARRIER MARKER EA 43.0000 1,290.00 0.000 0.00 (NON-IMPACTABLE) 192 OBJECT MARKER (TYPE L-1) EA 60.0000 4,620.00 0.000 0.00 193 MARKER (CONCRETE PAVEMENT ANCHOR) EA 140.0000 2,380.00 0.000 0.00 194 PIPE BOLLARD EA 600.0000 2,400.00 0.000 0.00 195 METAL BEAM GUARD RAILING (7' WOOD POST) LF 21.0000 415,800.00 5,921.100 124,343.10 196 CONCRETE BARRIER (TYPE 25R) LF 300.0000 45,900.00 10.000 3,000.00 87.000 26,100.00 (F) 197 CONCRETE BARRIER (TYPE 1) TRANSITION LF 344.0000 9,632.00 9.000 3,096.00 12.500 4,300.00 (F) 198 TRANSITION RAILING (TYPE WB) EA 4,500.0000 495,000.00 49.000 220,500.00 199 END CAP (TYPE A) EA 166.0000 498.00 0.000 0.00 200 END CAP (TYPE TC) EA 236.0000 25,960.00 32.000 7,552.00 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 18,000.00 2.000 2,000.00 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 108,000.00 20.000 60,000.00 203 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 231,000.00 35.000 96,250.00 204 CONCRETE BARRIER (TYPE 60C) LF 80.0000 8,800.00 0.000 0.00 205 CONCRETE BARRIER (TYPE 60E, MODIFIED) LF 130.0000 3,900.00 0.000 0.00 206 CONCRETE BARRIER (TYPE 60S) LF 33.0000 48,510.00 0.000 0.00 207 CONCRETE BARRIER (TYPE 60SC, MODIFIED) LF 97.0000 3,977,000.00 2,615.000 253,655.00 14,247.000 1,381,959.00 208 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 65.0000 275,275.00 969.000 62,985.00 1,995.000 129,675.00 (F) 209 CONCRETE BARRIER (TYPE 732B, MODIFIED) LF 115.0000 565,800.00 480.000 55,200.00 1,050.000 120,750.00 210 SHOULDER BARRIER (TYPE 732 LSB) LF 290.0000 739,500.00 260.000 75,400.00 2,095.000 607,550.00 PROGRAM CAS145 PAGE 9 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 SHOULDER BARRIER LF 300.0000 144,000.00 0.000 0.00 (TYPE 732 LSB, MODIFIED) 212 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6500 69,495.00 0.000 0.00 (RECESSED) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 360,000.00 0.000 0.00 (RECESSED, BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.1500 8,137.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 215 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 858,000.00 0.000 0.00 (RECESSED) 216 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 89,100.00 0.000 0.00 217 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9000 6,327.00 0.000 0.00 218 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 4.6000 15,134.00 958.000 4,406.80 219 PAVEMENT MARKER (RETROREFLECTIVE-BLUE) EA 5.0000 305.00 0.000 0.00 220 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.666 6,660.00 SYSTEM ELEMENTS DURING CONSTRUCTION 221 LIGHTING LS 180,000.0000 180,000.00 0.560 100,800.00 222 SIGN ILLUMINATION LS 173,000.0000 173,000.00 0.290 50,170.00 223 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 2,000.0000 2,000.00 0.000 0.00 224 MODIFY SIGN ILLUMINATION LS 10,100.0000 10,100.00 0.000 0.00 225 LED DYNAMIC MESSAGE SIGN LS 229,000.0000 229,000.00 0.520 119,080.00 (RADAR FEEDBACK) 226 MODIFY ANTI-ICING SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 227 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.100 3,200.00 228 TRAFFIC MONITORING STATION LS 29,000.0000 29,000.00 0.170 4,930.00 229 MODIFY LIGHTING LS 246,641.0000 1,246,641.00 0.030 37,399.23 0.590 735,518.19 230 MODIFY ROADWAY WEATHER INFORMATION LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM 231 REPLACE PULL BOX LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 232 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 233 REMOVE TEMPORARY HOT MIX ASPHALT RAMP CY 10.0000 44,500.00 0.000 0.00 234 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 235 IMPORTED MATERIAL (SHOULDER BACKING) CY 35.0000 598,500.00 2,168.000 75,880.00 8,504.090 297,643.15 PROGRAM CAS145 PAGE 10 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 10:30 AM ESTIMATE NO. 26 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 06/14/12 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,891,228.59 41,422,656.93 ADJUSTMENT OF COMPENSATION 215,201.28 2,286,540.73 EXTRA WORK 0.00 1,055,976.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,106,429.87 44,765,173.86 236 MOBILIZATION LS 700,000.0000 8,700,000.00 0.050 435,000.00 1.000 8,700,000.00 ORIGINAL CONTRACT AMOUNT 89,979,959.50 TOTAL WORK COMPLETED 6,541,429.87 53,465,173.86 MATERIALS ON HAND ON SITE 1,292,292.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -92,315.00 TOTAL 6,561,429.87 54,665,150.86 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 02/01/13 230 296 27 0 58% 59% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/12