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 11/19/15 EST. NO. 043 TIME 03:23 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 --------------------------------------------------------------------------- 040 0011 62,471.37 E.W. @ L.S.(+) 111715 N 0011 0 044 0002 3,236.52 A.C. @ U.P.(+) 111715 N 12-493 046 0013 5,368.00 A.C. @ U.P.(+) 111715 N 0013 0 047 0012 4,730.00 A.C. @ U.P.(+) 111715 N 0012 0 051 0011 2,622.00 A.C. @ U.P.(+) 111715 N 0012 0 057 0007 125.00 E.W. @ U.P (+) 111715 N 0008 0 78,552.89 TOTAL THIS ESTIMATE 2,755,213.61 TOTAL PREVIOUS ESTIMATE 2,833,766.50 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 11/19/15 EST. NO. 043 TIME 03:23 PM R.E. NAME: TIM LANG 05-330774 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATIONS -112,496.00 005 MISS ANNUAL CEM-4401 -10,000.00 006 RELEASE SWPPP DEDUCT 112,496.00 006 RECD ANNUAL CEM-4401 10,000.00 007 CONSTRUCTION RESTAKE -710.00 009 25% WPC DEFICIENCY -65,317.50 015 RESTAKING CHARCH -4,115.00 017 RTN 25% WPC DEDUCT 65,317.50 017 ADJ RESTAKING CHARGE 2,130.00 018 LATE SWPPP TEST RESL -101,598.34 021 RETURN SWPPP DEDUCT 101,598.34 022 JMF VERIFICATION EXC -3,000.00 035 3/4 INCH AGGREGATE -963.00 036 EXCESS JMF VERIFICAT -3,000.00 037 REJECTED CLASS 2 AB -146.25 037 EXCESS JMF VERIFICAT -3,000.00 041 EXCESS JMF VERIFICAT -3,000.00 042 25% MISSING SWPPP DC -171,707.53 043 -171,707.53 -187,511.78 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 013 RECD PAYROLLS 5,000.00 015 WAGE CASE HOLD -10,000.00 022 RECD PAYROLLS #22 10,000.00 025 WAGE CASE -2,263.34 025 WAGE CASE RETURN 2,263.34 031 0.00 0.00 TOTAL DEDUCTIONS -171,707.53 -187,511.78 PROGRAM CAS145 PAGE 1 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 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 0.750 9,000 002 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 1.000 100,000 004 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.900 4,050 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 0.0100 1,210.00 44,717.000 447 006 TEMPORARY SILT FENCE LF 0.0100 592.00 24,309.000 243 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,530.0000 30,360.00 5.000 12,650 008 TEMPORARY CHECK DAM LF 0.0100 671.00 2,216.000 22 009 MOVE-IN/MOVE-OUT EA 655.0000 4,585.00 7.000 4,585 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 156.0000 9,204.00 74.000 11,544 011 TEMPORARY HYDRAULIC MULCH SQYD 0.7900 146,940.00 542,720.000 428,748 (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 10,560.0000 10,560.00 0.960 10,137 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,200.0000 8,200.00 1.000 8,200 014 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 1.000 500.00 18.000 9,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 950.0000 18,050.00 5.000 4,750 017 TIME-RELATED OVERHEAD (WDAY) WDAY 1,890.0000 945,000.00 15.000 28,350.00 680.000 1,285,200 018 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.900 13,050 019 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.960 9,600 020 TYPE III BARRICADE EA 27.0000 1,296.00 41.000 1,107 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 8,750.00 136.000 4,760 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,000.0000 13,000.00 0.960 12,480 PROGRAM CAS145 PAGE 2 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,940.000 137,310 024 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 140.000 21,000 025 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 1.000 50,000 026 NATURAL RESOURCE PROTECTION PLAN LS 61,005.0000 61,005.00 0.900 54,904 027 ABANDON CULVERT EA 936.0000 14,976.00 16.000 14,976 028 ABANDON JUNCTION STRUCTURE EA 470.0000 1,410.00 3.000 1,410 029 OBLITERATE SURFACING SQYD 4.0000 5,520.00 0.000 0 030 REMOVE FENCE LF 0.6000 28,620.00 50,405.000 30,243 031 REMOVE FLARED END SECTION EA 250.0000 4,000.00 12.000 3,000 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 3,460.00 22,367.000 8,946 STRIPE 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 39,200.00 12,155.000 3,403 034 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7500 2,012.50 0.000 0 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 4,020.00 13,943.000 4,182 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,025.00 506.000 1,265 037 REMOVE PAVEMENT MARKER EA 1.0000 6,100.00 4,036.000 4,036 038 REMOVE ROADSIDE SIGN EA 50.0000 1,900.00 10.000 500 039 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 43.0000 18,920.00 550.800 23,684 040 REMOVE CULVERT (LF) LF 19.0000 48,830.00 2,894.700 54,999 041 REMOVE INLET EA 650.0000 5,850.00 8.000 5,200 042 REMOVE HEADWALL EA 600.0000 19,200.00 42.000 25,200 043 REMOVE WINGWALL EA 1,200.0000 2,400.00 2.000 2,400 044 REMOVE JUNCTION STRUCTURE EA 2,450.0000 14,700.00 6.000 14,700 045 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 24.0000 4,800.00 199.000 4,776 046 RELOCATE ROADSIDE SIGN EA 150.0000 1,500.00 10.000 1,500 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6000 60,160.00 25,295.000 40,472.00 28,356.500 45,370 048 REMOVE CONCRETE (STRUCTURE) CY 80.0000 56,800.00 706.850 56,548 049 BRIDGE REMOVAL LS 29,600.0000 29,600.00 1.000 29,600 PROGRAM CAS145 PAGE 3 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 114,000 051 DEVELOP WATER SUPPLY LS 51,600.0000 51,600.00 1.000 51,600 052 ROADWAY EXCAVATION CY 3.6000 3,398,400.00 946,618.000 3,407,824 053 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 054 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 25,440.00 1,060.000 25,440 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 39.0000 18,954.00 486.000 18,954 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 47.0000 37,600.00 800.000 37,600 (F) 057 STRUCTURE BACKFILL (SLURRY CEMENT) CY 102.0000 58,140.00 428.110 43,667 058 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 26,052.00 501.000 26,052 (F) 059 SAND BACKFILL CY 100.0000 51,000.00 426.300 42,630 060 EROSION CONTROL (COMPOST BLANKET) CY 24.5000 470,400.00 16,964.500 415,630 061 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 189,040.00 274,900.000 93,466 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 870.0000 7,830.00 9.000 7,830 065 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 2,788,800.000 334,656 068 CLASS 1 AGGREGATE SUBBASE CY 11.0000 1,496,000.00 135,905.000 1,494,955 069 CLASS 5 AGGREGATE SUBBASE CY 4.5000 195,300.00 42,241.000 190,084 070 CLASS 2 AGGREGATE BASE CY 37.0000 1,080,400.00 29,928.000 1,107,336 071 LEAN CONCRETE BASE CY 99.0000 2,118,600.00 21,612.300 2,139,617 072 CRACK TREATMENT LNMI 4,632.0000 27,792.00 4.611 21,358 073 HOT MIX ASPHALT TON 75.0000 7,725,000.00 462.360 34,677.00 100,352.890 7,526,466 074 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 101.0000 3,131,000.00 568.150 57,383.15 20,501.230 2,070,624 075 RUMBLE STRIP STA 20.7300 40,838.10 974.730 20,206.15 1,167.600 24,204 076 DATA CORE LS 6,600.0000 6,600.00 1.000 6,600.00 1.000 6,600 PROGRAM CAS145 PAGE 4 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 58.000 63.80 184.000 202 078 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 29,810.00 5,318.000 5,849.80 26,726.000 29,398 079 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1000 1,254.00 795.000 874.50 1,145.000 1,259 080 PLACE HOT MIX ASPHALT SQYD 130.0000 71,500.00 327.560 42,582.80 441.630 57,411 (MISCELLANEOUS AREA) 081 TACK COAT TON 10.0000 1,700.00 42.340 423.40 225.150 2,251 082 JOINTED PLAIN CONCRETE PAVEMENT CY 260.0000 283,400.00 1,084.000 281,840 (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 78.000 163,800 (ALTERNATIVE W) 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 162,745.0000 162,745.00 1.000 162,745 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 528.0000 93,456.00 177.000 93,456 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 656.0000 728,160.00 1,110.000 728,160 (F) 089 STRUCTURAL CONCRETE, RETAINING WALL CY 570.0000 83,220.00 146.000 83,220 (F) 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 866.0000 64,950.00 75.000 64,950 (F) (TYPE EQ) 091 STRUCTURAL CONCRETE, BOX CULVERT CY 621.6400 1,642,372.88 2,642.000 1,642,372 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 1,990.0000 718,390.00 359.880 716,161 (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 234,181.20 207,240.000 234,181 (F) 096 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2400 20,153.72 16,253.000 20,153 (F) 097 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1400 736,766.04 646,286.000 736,766 (F) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,160.00 411.000 5,754 (0.063"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 3,255.00 203.250 3,150 (0.080"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,026.00 57.000 1,026 (0.080"-FRAMED) 101 ROADSIDE SIGN - ONE POST EA 225.0000 12,825.00 55.000 12,375 102 ROADSIDE SIGN - TWO POST EA 425.0000 850.00 4.000 1,700 103 12" ALTERNATIVE PIPE CULVERT LF 48.0000 2,304.00 48.000 2,304 PROGRAM CAS145 PAGE 5 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,232.000 67,760 105 24" ALTERNATIVE PIPE CULVERT LF 67.0000 265,320.00 4,066.600 272,462 106 30" ALTERNATIVE PIPE CULVERT LF 78.0000 96,720.00 1,247.000 97,266 107 36" ALTERNATIVE PIPE CULVERT LF 96.0000 184,320.00 1,617.500 155,280 108 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 1,456.000 186,368 110 36" REINFORCED CONCRETE PIPE LF 115.0000 211,600.00 2,126.000 244,490 111 48" REINFORCED CONCRETE PIPE LF 145.0000 116,000.00 792.000 114,840 112 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 13,110.00 185.000 12,765 (.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 30,960.00 428.600 30,859 (.138" THICK) 115 15" ENTRANCE TAPER EA 920.0000 4,600.00 5.000 4,600 116 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 4.000 2,120 121 24" ALTERNATIVE FLARED END SECTION EA 560.0000 7,280.00 12.000 6,720 122 30" ALTERNATIVE FLARED END SECTION EA 838.0000 8,380.00 10.000 8,380 123 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 4,647.070 320,647 125 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 82.0000 364,080.00 4,365.510 357,971 (CY) 126 ROCK SLOPE PROTECTION CY 84.0000 62,160.00 743.500 62,454 (1/4 T, METHOD B) (CY) 127 ROCK SLOPE PROTECTION CY 82.0000 50,840.00 611.300 50,126 (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 108,000.00 319.100 143,595 130 CONCRETE (CONCRETE APRON) CY 460.0000 40,020.00 90.920 41,823 PROGRAM CAS145 PAGE 6 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,668.090 28,003 133 MINOR CONCRETE (CURB) (CY) CY 510.0000 5,610.00 0.000 0 134 MINOR CONCRETE (GUTTER) CY 720.0000 2,592.00 5.990 4,312 135 MISCELLANEOUS IRON AND STEEL LB 1.3100 36,678.69 27,210.000 35,645 (F) 136 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.6500 136,510.00 43,786.000 159,818 137 FENCE (TYPE WM, MODIFIED) LF 6.4500 83,205.00 11,778.000 75,968 138 CHAIN LINK FENCE (TYPE CL-7, MOD) LF 10.3000 30,797.00 3,296.000 33,948 139 8' CHAIN LINK GATE (TYPE CL-7, MOD) EA 585.0000 12,870.00 22.000 12,870 140 SURVEY MONUMENT EA 390.0000 11,310.00 31.000 12,090 141 DELINEATOR (CLASS 1) EA 45.0000 12,150.00 210.000 9,450 142 MILEPOST MARKER EA 80.0000 960.00 12.000 960 143 OBJECT MARKER (TYPE L) EA 80.0000 320.00 2.000 160 144 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 31,720.00 1,227.500 31,915 145 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 65,450.00 719.540 61,160 146 CONCRETE STAINING SQYD 4.5000 19,530.00 4,669.590 21,013.16 4,669.590 21,013 147 CABLE RAILING LF 20.0000 6,200.00 326.000 6,520 148 TRANSITION RAILING (TYPE WB) EA 2,800.0000 5,600.00 2.000 5,600 149 END ANCHOR ASSEMBLY (TYPE SFT) EA 995.0000 995.00 1.000 995 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 17,500.00 7.000 17,500 151 CONCRETE BARRIER (TYPE 732) LF 194.0000 34,726.00 179.000 34,726 (F) 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 52,290.00 59,677.000 26,854.65 115,636.000 52,036 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 7,392.00 5,476.000 4,380.80 12,201.000 9,760 154 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 20,080.00 2,419.000 9,676.00 4,648.000 18,592 155 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 532.00 275.000 104.50 505.000 191 (BROKEN 12-3) 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 23,978.00 34,279.000 13,026.02 60,514.000 22,995 (BROKEN 36-12) 157 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 32,800.00 141,939.000 28,387 PROGRAM CAS145 PAGE 7 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,581.000 3,162 159 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,816.00 2,650.000 3,180.00 5,214.000 6,256 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 24,255.00 1,658.000 4,559.50 10,197.000 28,041 161 INDUCTIVE LOOP DETECTOR LS 12,600.0000 12,600.00 1.000 12,600 162 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 287,500.0000 287,500.00 1.000 287,500.00 1.000 287,500 PROGRAM CAS145 PAGE 8 DATE 11/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330774 TIME 03:23 PM ESTIMATE NO. 043 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 11/20/15 R.E. NAME: TIM LANG DATE OF THIS ESTIMATE 11/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 608,277.23 30,719,645.69 ADJUSTMENT OF COMPENSATION 15,956.52 594,507.84 EXTRA WORK 62,596.37 2,239,258.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 686,830.12 33,553,412.19 163 MOBILIZATION LS 45,842.8900 45,842.89 1.000 45,842 ORIGINAL CONTRACT AMOUNT 32,222,222.22 TOTAL WORK COMPLETED 686,830.12 33,599,255.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -171,707.53 -187,511.78 TOTAL 515,122.59 33,411,743.30 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 11/25/15 676 138 184 0 96% 99% PROGRESS IS SATISFACTORY TIM LANG RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/15