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 09/25/17 EST. NO. 024 TIME 09:54 AM R.E. NAME: RICK SILVA, RE 05-492804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0252 232.58 E.W. @ F.A.(+) 082317 N 9176 0 0253 620.26 082817 N 9262 0 0254 620.26 082917 N 9263 0 0255 830.52 082917 N 9264 0 0256 310.13 083117 N 9268 0 0257 310.13 090117 N 9269 0 0258 715.09 083017 N 9266 0 0259 155.07 083117 N 9267 0 003 0022 225.00 E.W. @ F.A.(+) 061517 N 9257 0 004 0015 1,125.00 E.W. @ F.A.(+) 050917 N 9258 0 0016 1,987.50 060917 N 9259 0 007 0022 2,821.50 E.W. @ F.A.(+) 021017 N 9287 0 011 0001 913.38 E.W. @ F.A.(+) 081117 N 9010 0 021 0012 2,758.50 E.W. @ F.A.(+) 101216 N 9255 0 0013 318.99 101316 N 9256 0 022 0079 2,476.33 E.W. @ F.A.(+) 080317 N 8901 0 0080 1,866.38 080417 N 8902 0 0081 1,877.06 073117 N 8917 0 0082 2,155.15 080117 N 8927 0 0083 2,865.72 080217 N 8928 0 0084 1,488.39 081417 N 9129 0 0085 1,821.51 081517 N 9133 0 0086 1,236.02 081617 N 9134 0 0088 180.78 082917 N 9272 0 0089 241.03 083017 N 9273 0 0090 120.52 090117 N 9274 0 024 0005 2,066.51 E.W. @ F.A.(+) 050317 Y 8630 0 025 0056 18,623.37 E.W. @ F.A.(+) 051717 N 8605 0 0057 5,594.58 053117 N 8606 0 0063 25,366.27 060117 N 8608 0 0065 210.47 082917 N 9275 0 029 0001 8,818.87 E.W. @ L.S.(+) 081517 N 8949 0 030 0001 16,164.50 E.W. @ L.S.(+) 080917 N 9304 0 0002 11,513.26 082417 N 9438 0 118,630.63 TOTAL THIS ESTIMATE 1,598,339.58 TOTAL PREVIOUS ESTIMATE 1,716,970.21 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 09/25/17 EST. NO. 024 TIME 09:54 AM R.E. NAME: RICK SILVA, RE 05-492804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -47,007.77 003 SWPPP NON-COMPL RTN 47,007.77 005 FIRE PLAN/DUST CONTL -202,229.16 009 FIRE PLAN RELEASE 202,229.16 010 RESTAKING CHARGES 1 -2,840.00 010 LOW DENSITY (1) -2,200.00 014 LOW DENSITY (2) -275.00 014 FAIL STARTUP -10,506.32 015 LOW DENSITY 2-7-1 -550.00 015 LOW DENSITY 2-13-A -1,375.00 015 NIGHTWORK PENALTY -402,259.04 015 NIGHTWORK PENLTY RTN 402,259.04 016 0.00 -17,746.32 TOTAL DEDUCTIONS 0.00 -17,746.32 PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 LOCATION PROGRESS ESTIMATE 05-SLO-1-64.0/R66.9 ----------------- PAPICH CONSTRUCTION CO. INC IN SAN LUIS OBISPO COUNTY ABOUT 9 P O BOX 2210 MILES NORTH OF SAN SIMEON FROM 0.3 PISMO BEACH CA 93448 MILE NORTH OF PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE FED. AID NO. STP-P001(590)E REALIGN ROADWAY PIEDRAS BLANCAS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.050 600.00 0.886 10,632 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,865.0000 1,260,600.00 22.000 63,030.00 390.000 1,117,350 004 CONSTRUCTION AREA SIGNS LS 3,865.0000 3,865.00 0.700 2,705 005 TRAFFIC CONTROL SYSTEM LS 60,690.0000 60,690.00 0.050 3,034.50 0.886 53,771 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 1,860.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 3.0000 780.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,615.0000 21,615.00 0.050 1,080.75 0.886 19,150 010 TEMPORARY RAILING (TYPE K) LF 28.0000 78,400.00 0.000 0 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 2,100.00 0.000 0 012 JOB SITE MANAGEMENT LS 194,365.0000 194,365.00 0.050 9,718.25 0.886 172,207 013 PREPARE STORM WATER POLLUTION PREVENTION LS 39,000.0000 39,000.00 0.020 780.00 0.855 33,345 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 32.000 16,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 9,000.00 41.000 20,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 MOVE-IN/MOVE-OUT EA 700.0000 19,600.00 10.000 7,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.6200 18,600.00 73,407.000 45,512 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.3000 12,360.00 1,580.000 16,274 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 12,100.00 9.000 2,475 021 TEMPORARY FIBER ROLL LF 3.4500 40,365.00 14,273.000 49,241 022 TEMPORARY LARGE SEDIMENT BARRIER LF 9.6000 29,376.00 2,413.000 23,164 PROGRAM CAS145 PAGE 2 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 915.0000 18,300.00 4.000 3,660 024 STREET SWEEPING LS 55,160.0000 55,160.00 0.050 2,758.00 0.886 48,871 025 TEMPORARY CONCRETE WASHOUT LS 12,540.0000 12,540.00 0.050 627.00 0.886 11,110 026 TEMPORARY FENCE (TYPE ESA) LF 1.8000 41,580.00 20,570.000 37,026 027 TREATED WOOD WASTE LB 0.5000 6,200.00 0.000 0 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY WETLAND PROTECTION MAT (LS) LS 111,665.0000 111,665.00 1.000 111,665 030 REMOVE FENCE LF 0.6500 650.00 0.000 0 031 REMOVE FENCE (TYPE BW) LF 0.8500 22,185.00 15,398.000 13,088 032 REMOVE GATE EA 250.0000 750.00 0.000 0 033 REMOVE GUARDRAIL LF 6.9000 7,866.00 0.000 0 034 REMOVE FLARED END SECTION EA 300.0000 3,900.00 3.000 900.00 3.000 900 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 9,300.00 0.000 0 036 REMOVE PAVEMENT MARKER EA 1.8000 468.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 43.7000 174.80 21.000 917.70 21.000 917 038 REMOVE ROCK SLOPE PROTECTION TON 8.3200 391,040.00 9,593.300 79,816.26 9,593.300 79,816 039 REMOVE WATER PIPELINE LF 3.7500 3,337.50 140.000 525 040 REMOVE PIPE (LF) LF 67.8500 81,420.00 296.000 20,083.60 566.000 38,403 041 REMOVE HEADWALL EA 1,340.0000 40,200.00 5.000 6,700.00 7.000 9,380 042 REMOVE BASE AND SURFACING CY 17.3500 407,725.00 8,311.000 144,195.85 8,311.000 144,195 043 SALVAGE TEMPORARY FENCE (TYPE ERTEC) LF 1.5000 5,445.00 0.000 0 044 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.1000 7,744.00 0.000 0 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.6000 9,016.00 124.000 2,430 046 REMOVE CONCRETE (CY) CY 283.0000 36,790.00 0.000 0 047 CLEARING AND GRUBBING (LS) LS 134,295.0000 134,295.00 0.750 100,721 048 DUST PALLIATIVE LS 54,545.0000 54,545.00 0.550 29,999 049 ROADWAY EXCAVATION CY 6.4800 1,270,080.00 156,512.200 1,014,199 PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (SELECTED MATERIAL) CY 8.5700 380,508.00 29,216.840 250,388 (TOPSOIL) 051 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 57,900.00 772.000 57,900 (F) 052 STRUCTURE EXCAVATION (TYPE D) CY 500.0000 33,000.00 66.000 33,000 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 70,800.00 472.000 70,800 (F) 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 305.0000 4,270.00 14.000 4,270 (F) 055 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.7000 34,510.00 22,905.000 38,938 CLASS B3 056 BOULDER EA 255.0000 12,750.00 50.000 12,750 057 WILLOW CUTTINGS EA 11.1100 1,888.70 0.000 0 058 WILLOW POLES EA 31.4500 1,037.85 0.000 0 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 4.000 2,800 060 DUFF ACRE 4,205.0000 63,075.00 8.630 36,289 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 75,980.00 106,360.000 61,688 062 COMPOST SOCK LF 6.7500 65,947.50 0.000 0 063 COMPOST BERM LF 6.2500 465,625.00 0.000 0 064 HYDROSEED (MIX 1) SQFT 0.0800 224,800.00 84,370.000 6,749.60 693,535.000 55,482 065 HYDROSEED (MIX 2) SQFT 0.1000 41,000.00 0.000 0 066 HYDROSEED (MIX 3) SQFT 0.0800 9,120.00 0.000 0 067 HYDROSEED (MIX 4) SQFT 0.1200 76,080.00 0.000 0 068 COMPOST (RATE 1) SQFT 0.1700 358,700.00 397,088.000 67,504 069 COMPOST (RATE 2) SQFT 0.3300 34,980.00 0.000 0 070 INCORPORATE MATERIALS SQFT 0.0300 3,180.00 0.000 0 071 VEGETATION CONTROL LS 67,860.0000 67,860.00 0.400 27,144 072 CLASS 3 AGGREGATE SUBBASE CY 48.8000 81,008.00 0.000 0 073 CLASS 2 AGGREGATE BASE (CY) CY 51.3000 1,338,930.00 26,382.550 1,353,424 074 HOT MIX ASPHALT (TYPE A) TON 88.0000 1,768,800.00 19,815.060 1,743,725 075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.6500 2,014.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6500 6,280.50 2,402.000 6,365 PROGRAM CAS145 PAGE 4 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 43.5000 16,530.00 365.960 15,919 (MISCELLANEOUS AREA) 078 TACK COAT TON 600.0000 7,200.00 10.160 6,096 079 FURNISH STEEL PILING (HP 14 X 89) LF 55.8500 72,102.35 1,456.000 81,317 080 DRIVE STEEL PILE (HP 14 X 89) EA 1,670.0000 113,560.00 68.000 113,560 081 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,357.0000 484,449.00 357.000 484,449 082 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,828.5800 621,717.20 340.000 621,717 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 166,340.0000 166,340.00 1.000 166,340 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 431.2500 69,000.00 160.000 69,000 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 1,081.0000 2,955,454.00 40.000 43,240.00 2,734.000 2,955,454 (F) 086 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,380.0000 99,360.00 72.000 99,360 (F) (TYPE EQ) 087 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 250,000.00 250.000 250,000 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,080.0000 265,680.00 246.000 265,680 (F) 089 ARCHITECTURAL TREATMENT SQFT 23.0000 94,530.00 4,110.000 94,530 (F) 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,230.0000 446,760.00 12.000 446,760 GIRDER (100'-110') 091 ERECT PRECAST PRESTRESSED CONCRETE EA 5,750.0000 69,000.00 12.000 69,000 (F) GIRDER 092 JOINT SEAL (MR 1") LF 71.3000 6,203.10 87.000 6,203.10 87.000 6,203 093 JOINT SEAL (MR 1 1/2") LF 83.9500 7,303.65 87.000 7,303.65 87.000 7,303 094 JOINT SEAL (MR 2") LF 105.8000 9,204.60 87.000 9,204.60 87.000 9,204 095 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 1,146,975.00 932,500.000 1,146,975 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1500 54,131.65 47,071.000 54,131 (F) 097 ROADSIDE SIGN - ONE POST EA 190.0000 1,330.00 6.000 1,140.00 6.000 1,140 098 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 1.000 350.00 1.000 350 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5500 678.55 36.000 595.80 36.000 595 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.7000 758.40 32.000 758.40 32.000 758 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE 1X) 101 24" ALTERNATIVE PIPE CULVERT LF 94.5000 43,470.00 460.000 43,470 102 30" ALTERNATIVE PIPE CULVERT LF 97.7000 57,643.00 472.000 46,114 PROGRAM CAS145 PAGE 5 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 36" ALTERNATIVE PIPE CULVERT LF 110.6000 33,180.00 300.000 33,180 104 6"CORRUGATED STEEL PIPE CONDUIT LF 25.0000 35,000.00 1,206.000 30,150 105 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 40.3500 246,135.00 7,841.000 316,384 (F) 106 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 48.5000 4,171.00 90.000 4,365 (.109" THICK) 107 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.5000 9,090.00 180.000 9,090 (.109" THICK) 108 18" CORRUGATED STEEL PIPE ENERGY EA 1,130.0000 1,130.00 1.000 1,130 DISSIPATOR (.109" THICK) 109 24" CORRUGATED STEEL PIPE ENERGY EA 1,230.0000 2,460.00 2.000 2,460 DISSIPATOR (.109" THICK) 110 6" WELDED STEEL PIPE (.134" THICK) LF 65.0000 13,000.00 153.000 9,945 111 18" ALTERNATIVE FLARED END SECTION EA 430.0000 430.00 1.000 430 112 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 12.000 6,000 113 30" ALTERNATIVE FLARED END SECTION EA 765.0000 6,120.00 6.000 4,590 114 36" ALTERNATIVE FLARED END SECTION EA 940.0000 2,820.00 3.000 2,820 115 ROCK SLOPE PROTECTION (1T, METHOD A) CY 325.0000 5,200.00 16.000 5,200 (F) 116 ROCK SLOPE PROTECTION CY 131.0000 23,580.00 85.700 11,226 (F) (LIGHT, METHOD B) (CY) 117 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 131.0000 93,010.00 710.000 93,010 (F) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.2500 7,150.00 2,006.900 6,522 119 MISCELLANEOUS METAL (BRIDGE) LB 8.8600 31,807.40 3,590.000 31,807 (F) 120 BRIDGE DECK DRAINAGE SYSTEM LB 10.9300 58,147.60 5,320.000 58,147 (F) 121 1 1/2" DOMESTIC WATER LINE LF 3.0000 2,670.00 784.000 2,352 122 FENCE (TYPE BW, 5-STRAND, WOOD POST) LF 5.0000 75,500.00 14,378.000 71,890 123 FENCE (TYPE WS) LF 1.6000 34,400.00 2,005.000 3,208 124 FENCE (TYPE WM AND WS) LF 4.5000 5,175.00 861.000 3,874 125 TEMPORARY FENCE (TYPE BW) LF 3.4000 48,280.00 15,974.000 54,311 126 TEMPORARY FENCE (TYPE WM AND WS) LF 4.5000 2,430.00 330.000 1,485 127 TEMPORARY FENCE (TYPE ERTEC) LF 7.1500 25,954.50 4,416.000 31,574 128 14' METAL GATE EA 1,200.0000 6,000.00 0.000 0 129 DELINEATOR (CLASS 1) EA 51.2500 8,200.00 144.000 7,380.00 144.000 7,380 PROGRAM CAS145 PAGE 6 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GUARD RAILING DELINEATOR EA 27.0000 270.00 0.000 0 131 OBJECT MARKER (TYPE L) EA 92.8000 556.80 6.000 556.80 6.000 556 132 OBJECT MARKER (TYPE P) EA 55.0000 220.00 0.000 0 133 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5000 13,275.00 450.000 13,275 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 30,800.00 0.000 0 135 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 46,200.00 12.000 46,200 136 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,560.0000 7,120.00 2.000 7,120 137 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,870.0000 28,700.00 8.000 22,960 138 CALIFORNIA ST-10 BRIDGE RAIL LF 170.0000 253,640.00 160.000 27,200 (F) (MODIFIED)(WITH BICYCLE RAILING) 139 CALIFORNIA ST-70 BRIDGE RAIL LF 44.8500 19,240.65 0.000 0 (F) (MODIFIED) 140 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 24,144.00 29,371.000 14,098 141 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,300.00 0.000 0 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,760.00 943.000 3,300 143 INDUCTIVE LOOP DETECTOR (LS) LS 7,800.0000 7,800.00 1.000 7,800 PROGRAM CAS145 PAGE 7 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-492804 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 04/16/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: RICK SILVA, RE DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 418,423.86 15,067,685.93 ADJUSTMENT OF COMPENSATION 0.00 61,426.55 EXTRA WORK 118,630.63 1,655,543.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 537,054.49 16,784,656.14 144 MOBILIZATION LS 1,550,000.0000 1,550,000.00 1.000 1,550,000 ORIGINAL CONTRACT AMOUNT 19,724,469.30 TOTAL WORK COMPLETED 537,054.49 18,334,656.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -17,746.32 TOTAL 537,054.49 18,316,909.82 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 06/15/15 690 08/10/15 08/10/15 12/06/17 390 137 0 0 86% 57% PROGRESS IS SATISFACTORY RICK SILVA, RE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17