PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/21/14 EST. NO.28 TIME 02:15 PM R.E. NAME: TIM LANG 05-330774 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 019 0017 505.97 E.W. @ F.A.(+) 091014 N 0499.0 032 0038 3,386.98 E.W. @ F.A.(+) 082914 N 0489.0 0039 2,971.67 082014 N 0484.1 0040 1,070.40 090214 N 0491.0 0041 5,257.02 090414 N 0492.0 0042 4,972.63 090514 N 0493.0 0043 1,697.26 090814 N 0497.0 0044 1,323.88 090914 N 0498.0 0045 1,622.97 092314 N 0501.0 039 0013 1,582.57 E.W. @ F.A.(+) 081314 N 0467.0 042 0002 26,392.19 E.W. @ F.A.(+) 062614 N 0425.0 0003 512.25 062714 N 0426.0 043 0007 262.83 E.W. @ F.A.(+) 070814 N 0495.0 0008 860.29 070914 N 0496.0 52,418.91 TOTAL THIS ESTIMATE 1,518,422.98 TOTAL PREVIOUS ESTIMATE 1,570,841.89 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/21/14 EST. NO.28 TIME 02:15 PM R.E. NAME: TIM LANG 05-330774 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATIONS -112,496.00 05 MISS ANNUAL CEM-4401 -10,000.00 06 RELEASE SWPPP DEDUCT 112,496.00 06 RECD ANNUAL CEM-4401 10,000.00 07 CONSTRUCTION RESTAKE -710.00 09 25% WPC DEFICIENCY -65,317.50 15 RESTAKING CHARCH -4,115.00 17 RTN 25% WPC DEDUCT 65,317.50 17 ADJ RESTAKING CHARGE 2,130.00 18 LATE SWPPP TEST RESL -101,598.34 21 RETURN SWPPP DEDUCT 101,598.34 22 0.00 -2,695.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 13 RECD PAYROLLS 5,000.00 15 WAGE CASE HOLD -10,000.00 22 RECD PAYROLLS #22 10,000.00 25 WAGE CASE -2,263.34 25 0.00 -2,263.34 TOTAL DEDUCTIONS 0.00 -4,958.34 PROGRAM CAS145 PAGE 1 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 LOCATION PROGRESS ESTIMATE 05-SLO-46-40.7/46.3 ----------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY NEAR INC PASO ROBLES FROM 0.1 MILE EAST OF PO BOX 2210 ALMOND DRIVE TO 0.8 MILE EAST OF PISMO BEACH, CA 93448 MCMILLAN CANYON ROAD FED. AID NO. N O N E CONVERT TO 4-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 12,000.0000 12,000.00 0.500 6,000 002 TEMPORARY FENCE (TYPE ESA) LF 4.0000 5,920.00 1,316.000 5,264 003 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.040 4,000.00 0.918 91,800 004 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.016 72.00 0.867 3,901 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 0.0100 1,210.00 143.000 1.43 44,717.000 447 006 TEMPORARY SILT FENCE LF 0.0100 592.00 19,747.000 197 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,530.0000 30,360.00 5.000 12,650 008 TEMPORARY CHECK DAM LF 0.0100 671.00 1,766.000 17 009 MOVE-IN/MOVE-OUT EA 655.0000 4,585.00 1.000 655 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 156.0000 9,204.00 6.000 936.00 60.000 9,360 011 TEMPORARY HYDRAULIC MULCH SQYD 0.7900 146,940.00 388,410.000 306,843 (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 10,560.0000 10,560.00 0.040 422.40 0.918 9,694 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,200.0000 8,200.00 0.040 328.00 0.918 7,527 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 12.000 6,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 950.0000 18,050.00 2.000 1,900 017 TIME-RELATED OVERHEAD (WDAY) WDAY 1,890.0000 945,000.00 20.000 37,800.00 459.000 867,510 018 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.690 10,005 019 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.040 400.00 0.918 9,180 020 TYPE III BARRICADE EA 27.0000 1,296.00 32.000 864 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 8,750.00 129.000 4,515 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,000.0000 13,000.00 0.040 520.00 0.918 11,934 PROGRAM CAS145 PAGE 2 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 11.5000 126,500.00 11,100.000 127,650 024 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 126.000 18,900 025 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 0.028 1,400.00 0.992 49,600 026 NATURAL RESOURCE PROTECTION PLAN LS 61,005.0000 61,005.00 0.900 54,904 027 ABANDON CULVERT EA 936.0000 14,976.00 5.000 4,680 028 ABANDON JUNCTION STRUCTURE EA 470.0000 1,410.00 2.000 940 029 OBLITERATE SURFACING SQYD 4.0000 5,520.00 0.000 0 030 REMOVE FENCE LF 0.6000 28,620.00 38,257.000 22,954 031 REMOVE FLARED END SECTION EA 250.0000 4,000.00 4.000 1,000 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 3,460.00 19,767.000 7,906 STRIPE 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 39,200.00 8,155.000 2,283 034 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7500 2,012.50 0.000 0 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 4,020.00 11,343.000 3,402 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,025.00 462.000 1,155 037 REMOVE PAVEMENT MARKER EA 1.0000 6,100.00 1,156.000 1,156 038 REMOVE ROADSIDE SIGN EA 50.0000 1,900.00 2.000 100 039 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 43.0000 18,920.00 175.000 7,525 040 REMOVE CULVERT (LF) LF 19.0000 48,830.00 1,071.500 20,358 041 REMOVE INLET EA 650.0000 5,850.00 5.000 3,250 042 REMOVE HEADWALL EA 600.0000 19,200.00 18.000 10,800 043 REMOVE WINGWALL EA 1,200.0000 2,400.00 2.000 2,400 044 REMOVE JUNCTION STRUCTURE EA 2,450.0000 14,700.00 1.000 2,450 045 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 24.0000 4,800.00 0.000 0 046 RELOCATE ROADSIDE SIGN EA 150.0000 1,500.00 2.000 300 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6000 60,160.00 2,805.500 4,488 048 REMOVE CONCRETE (STRUCTURE) CY 80.0000 56,800.00 266.090 21,287 049 BRIDGE REMOVAL LS 29,600.0000 29,600.00 1.000 29,600 PROGRAM CAS145 PAGE 3 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 114,000.0000 114,000.00 0.850 96,900 051 DEVELOP WATER SUPPLY LS 51,600.0000 51,600.00 0.040 2,064.00 0.918 47,368 052 ROADWAY EXCAVATION CY 3.6000 3,398,400.00 70,958.000 255,448.80 854,929.000 3,077,744 053 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 054 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 25,440.00 576.640 13,839 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 39.0000 18,954.00 255.300 9,956 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 47.0000 37,600.00 400.000 18,800 (F) 057 STRUCTURE BACKFILL (SLURRY CEMENT) CY 102.0000 58,140.00 281.500 28,713 058 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 26,052.00 229.990 11,959 (F) 059 SAND BACKFILL CY 100.0000 51,000.00 91.600 9,160 060 EROSION CONTROL (COMPOST BLANKET) CY 24.5000 470,400.00 10,635.500 260,569 061 EROSION CONTROL (DRILL SEED) SQFT 0.0600 78,600.00 0.000 0 062 FIBER ROLLS LF 3.8900 260,630.00 6,105.000 23,748 063 COMPOST (INCORPORATE) SQFT 0.3400 189,040.00 200,739.000 68,251 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 870.0000 7,830.00 1.000 870 065 ROLLED EROSION CONTROL PRODUCT SQFT 0.3300 203,610.00 648,079.900 213,866 (NETTING) 066 EROSION CONTROL (HYDROSEED) - TYPE 1 SQFT 0.1100 129,800.00 672,638.000 73,990 067 EROSION CONTROL (HYDROSEED) - TYPE 2 SQFT 0.1200 297,600.00 1,210,594.000 145,271 068 CLASS 1 AGGREGATE SUBBASE CY 11.0000 1,496,000.00 87,763.000 965,393 069 CLASS 5 AGGREGATE SUBBASE CY 4.5000 195,300.00 1,291.000 5,809.50 34,007.000 153,031 070 CLASS 2 AGGREGATE BASE CY 37.0000 1,080,400.00 91.000 3,367.00 18,624.000 689,088 071 LEAN CONCRETE BASE CY 99.0000 2,118,600.00 16,038.000 1,587,762 072 CRACK TREATMENT LNMI 4,632.0000 27,792.00 0.000 0 073 HOT MIX ASPHALT TON 75.0000 7,725,000.00 22,156.170 1,661,712.75 54,244.430 4,068,332 074 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 101.0000 3,131,000.00 0.000 0 075 RUMBLE STRIP STA 20.7300 40,838.10 90.470 1,875 076 DATA CORE LS 6,600.0000 6,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1000 143.00 126.000 138 078 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 29,810.00 11,346.000 12,480 079 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1000 1,254.00 350.000 385 080 PLACE HOT MIX ASPHALT SQYD 130.0000 71,500.00 39.070 5,079 (MISCELLANEOUS AREA) 081 TACK COAT TON 10.0000 1,700.00 20.430 204.30 53.890 538 082 JOINTED PLAIN CONCRETE PAVEMENT CY 260.0000 283,400.00 536.500 139,490 (WEIGH-IN-MOTION) 083 SEAL PAVEMENT JOINT LF 6.7200 16,195.20 0.000 0 084 FURNISH PILING (CLASS 140) LF 56.0000 205,072.00 3,675.000 205,800 (ALTERNATIVE W) 085 DRIVE PILE (CLASS 140) EA 2,100.0000 163,800.00 42.000 88,200 (ALTERNATIVE W) 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 162,745.0000 162,745.00 0.500 81,372 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 528.0000 93,456.00 96.950 51,189 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 656.0000 728,160.00 594.000 389,664 (F) 089 STRUCTURAL CONCRETE, RETAINING WALL CY 570.0000 83,220.00 74.700 42,579 (F) 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 866.0000 64,950.00 39.200 33,947.20 39.200 33,947 (F) (TYPE EQ) 091 STRUCTURAL CONCRETE, BOX CULVERT CY 621.6400 1,642,372.88 1,921.500 1,194,481 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,990.0000 718,390.00 5.600 11,144.00 297.980 592,980 (F) 093 MINOR CONCRETE (BACKFILL) CY 145.0000 20,300.00 80.640 11,692 094 JOINT SEAL (MR 1") LF 46.0000 16,836.00 0.000 0 095 BAR REINFORCING STEEL (BRIDGE) LB 1.1300 234,181.20 150,529.000 170,097 (F) 096 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2400 20,153.72 8,505.000 10,546 (F) 097 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1400 736,766.04 535,613.000 610,598 (F) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,160.00 0.000 0 (0.063"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 3,255.00 0.000 0 (0.080"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,026.00 0.000 0 (0.080"-FRAMED) 101 ROADSIDE SIGN - ONE POST EA 225.0000 12,825.00 0.000 0 102 ROADSIDE SIGN - TWO POST EA 425.0000 850.00 0.000 0 103 12" ALTERNATIVE PIPE CULVERT LF 48.0000 2,304.00 48.000 2,304 PROGRAM CAS145 PAGE 5 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" ALTERNATIVE PIPE CULVERT LF 55.0000 70,400.00 1,053.000 57,915 105 24" ALTERNATIVE PIPE CULVERT LF 67.0000 265,320.00 114.000 7,638.00 3,659.600 245,193 106 30" ALTERNATIVE PIPE CULVERT LF 78.0000 96,720.00 830.000 64,740 107 36" ALTERNATIVE PIPE CULVERT LF 96.0000 184,320.00 1,427.500 137,040 108 42" ALTERNATIVE PIPE CULVERT LF 110.0000 97,900.00 891.000 98,010 109 48" ALTERNATIVE PIPE CULVERT LF 128.0000 184,320.00 1,084.000 138,752 110 36" REINFORCED CONCRETE PIPE LF 115.0000 211,600.00 1,636.000 188,140 111 48" REINFORCED CONCRETE PIPE LF 145.0000 116,000.00 384.000 55,680 112 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 13,110.00 168.000 11,592 (.079" THICK) 113 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 27,450.00 601.400 27,063 (.079" THICK) 114 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 72.0000 30,960.00 40.000 2,880.00 428.600 30,859 (.138" THICK) 115 15" ENTRANCE TAPER EA 920.0000 4,600.00 4.000 3,680 116 15" DOWNDRAIN SLIP JOINT EA 640.0000 3,200.00 2.000 1,280 117 15" ANCHOR ASSEMBLY EA 400.0000 2,000.00 5.000 2,000 118 36" CORRUGATED STEEL PIPE INLET LF 175.0000 16,275.00 92.300 16,152 (.168" THICK) 119 4" WELDED STEEL PIPE (.105" THICK) LF 90.0000 40,500.00 0.000 0 120 18" ALTERNATIVE FLARED END SECTION EA 530.0000 2,120.00 3.000 1,590 121 24" ALTERNATIVE FLARED END SECTION EA 560.0000 7,280.00 6.000 3,360 122 30" ALTERNATIVE FLARED END SECTION EA 838.0000 8,380.00 6.000 5,028 123 48" ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 1.000 1,400 124 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 69.0000 320,850.00 9.000 621.00 2,505.400 172,872 125 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 82.0000 364,080.00 307.000 25,174.00 2,974.050 243,872 (CY) 126 ROCK SLOPE PROTECTION CY 84.0000 62,160.00 358.000 30,072.00 599.000 50,316 (1/4 T, METHOD B) (CY) 127 ROCK SLOPE PROTECTION CY 82.0000 50,840.00 289.300 23,722 (LIGHT, METHOD B) (CY) 128 CONCRETE (SLOPE PROTECTION) CY 445.0000 191,350.00 58.200 25,899 129 CONCRETE (DITCH LINING) CY 450.0000 108,000.00 229.380 103,221 130 CONCRETE (CONCRETE APRON) CY 460.0000 40,020.00 25.270 11,624 PROGRAM CAS145 PAGE 6 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 GABION CY 299.0000 41,860.00 98.000 29,302 132 ROCK SLOPE PROTECTION FABRIC SQYD 2.4000 29,760.00 424.000 1,017.60 7,850.480 18,841 133 MINOR CONCRETE (CURB) (CY) CY 510.0000 5,610.00 0.000 0 134 MINOR CONCRETE (GUTTER) CY 720.0000 2,592.00 5.700 4,104 135 MISCELLANEOUS IRON AND STEEL LB 1.3100 36,678.69 22,401.000 29,345 (F) 136 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.6500 136,510.00 19,761.000 72,127 137 FENCE (TYPE WM, MODIFIED) LF 6.4500 83,205.00 4,274.000 27,567 138 CHAIN LINK FENCE (TYPE CL-7, MOD) LF 10.3000 30,797.00 1,806.000 18,601 139 8' CHAIN LINK GATE (TYPE CL-7, MOD) EA 585.0000 12,870.00 16.000 9,360 140 SURVEY MONUMENT EA 390.0000 11,310.00 0.000 0 141 DELINEATOR (CLASS 1) EA 45.0000 12,150.00 0.000 0 142 MILEPOST MARKER EA 80.0000 960.00 0.000 0 143 OBJECT MARKER (TYPE L) EA 80.0000 320.00 0.000 0 144 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 31,720.00 415.000 10,790 145 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 65,450.00 176.740 15,022 146 CONCRETE STAINING SQYD 4.5000 19,530.00 0.000 0 147 CABLE RAILING LF 20.0000 6,200.00 264.000 5,280 148 TRANSITION RAILING (TYPE WB) EA 2,800.0000 5,600.00 0.000 0 149 END ANCHOR ASSEMBLY (TYPE SFT) EA 995.0000 995.00 0.000 0 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 17,500.00 4.000 10,000 151 CONCRETE BARRIER (TYPE 732) LF 194.0000 34,726.00 89.500 17,363 (F) 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 52,290.00 0.000 0 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 7,392.00 0.000 0 154 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 20,080.00 0.000 0 155 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 532.00 0.000 0 (BROKEN 12-3) 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 23,978.00 0.000 0 (BROKEN 36-12) 157 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 32,800.00 80,667.000 16,133 PROGRAM CAS145 PAGE 7 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 3,740.00 1,168.000 2,336 159 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,816.00 328.000 393 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 24,255.00 2,884.000 7,931 161 INDUCTIVE LOOP DETECTOR LS 12,600.0000 12,600.00 0.000 0 162 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 287,500.0000 287,500.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 02:15 PM ESTIMATE NO. 28 BID OPENING 05/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,086,979.98 18,996,416.96 ADJUSTMENT OF COMPENSATION 0.00 254,376.84 EXTRA WORK 52,418.91 1,316,465.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,139,398.89 20,567,258.85 163 MOBILIZATION LS 45,842.8900 45,842.89 1.000 45,842 ORIGINAL CONTRACT AMOUNT 32,222,222.22 TOTAL WORK COMPLETED 2,139,398.89 20,613,101.74 MATERIALS ON HAND ON SITE 201,731.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,958.34 TOTAL 2,139,398.89 20,809,874.40 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 06/12/12 500 08/06/12 08/06/12 05/08/15 459 89 94 0 59% 77% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU SATISFACTORY TIM LANG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/14