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 10/23/15 EST. NO. 001 TIME 01:03 PM R.E. NAME: CORBITT, JARED 11-288814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/23/15 EST. NO. 001 TIME 01:03 PM R.E. NAME: CORBITT, JARED 11-288814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 LOCATION PROGRESS ESTIMATE 11-SD-905-R10.6 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY, IN AND NEAR 1770 LA COSTA MEADOWS DRIVE SAN DIEGO AT ROUTE 11/125/905 SAN MARCOS CA 92078 SEPARATION. FED. AID NO. CBI-X073(111)N CONSTRUCT NORTH BOUND CONNECTORS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,210.6500 1,210.65 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,275.0000 786,000.00 5.000 16,375.00 5.000 16,375 004 CONSTRUCTION AREA SIGNS LS 16,391.7500 16,391.75 0.021 344.23 0.021 344 005 TRAFFIC CONTROL SYSTEM LS 111,000.0100 111,000.01 0.021 2,331.00 0.021 2,331 006 TYPE III BARRICADE EA 173.1500 1,385.20 8.000 1,385.20 8.000 1,385 007 TRAFFIC PLASTIC DRUM EA 75.4400 3,696.56 49.000 3,696.56 49.000 3,696 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,680.0000 46,080.00 1.000 7,680.00 1.000 7,680 009 TEMPORARY RAILING (TYPE K) LF 10.4200 48,557.20 4,660.000 48,557.20 4,660.000 48,557 010 TEMPORARY CRASH CUSHION MODULE EA 180.4100 5,051.48 28.000 5,051.48 28.000 5,051 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,154.6400 20,618.56 4.000 20,618.56 4.000 20,618 SYSTEM 012 TEMPORARY TRAFFIC SCREEN LF 4.5300 4,801.80 0.000 0 013 JOB SITE MANAGEMENT LS 73,238.5600 73,238.56 0.021 1,538.01 0.021 1,538 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 0.750 3,750 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 7,500.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 765.3100 1,530.62 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.5400 116,100.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 272.5100 8,720.32 0.000 0 021 TEMPORARY FIBER ROLL LF 3.3900 131,193.00 169.000 572.91 169.000 572 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,155.2200 15,465.66 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 49,152.0000 49,152.00 0.021 1,032.19 0.021 1,032 024 TEMPORARY CONCRETE WASHOUT LS 37,584.0000 37,584.00 0.021 789.26 0.021 789 025 TREATED WOOD WASTE LB 2.4600 811.80 0.000 0 026 OBLITERATE SURFACING SQYD 10.6600 1,385.80 0.000 0 027 REMOVE FENCE LF 5.9100 4,905.30 830.000 4,905.30 830.000 4,905 028 REMOVE GATE EA 454.5500 909.10 2.000 909.10 2.000 909 029 REMOVE FLARED END SECTION EA 204.0800 408.16 0.000 0 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 11,120.00 9,434.500 3,773.80 9,434.500 3,773 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.3600 3,318.40 357.000 485.52 357.000 485 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 979.00 0.000 0 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6600 2,938.20 60.000 99.60 60.000 99 034 REMOVE CHANNELIZERS EA 10.8600 521.28 0.000 0 035 REMOVE ROADSIDE SIGN EA 51.5500 206.20 0.000 0 036 REMOVE SIGN OVERLAY EA 159.6300 1,277.04 0.000 0 037 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.4300 1,290.00 0.000 0 038 REMOVE CULVERT (LF) LF 20.4100 5,510.70 0.000 0 039 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 144.1700 288.34 0.000 0 040 SALVAGE BARRICADE EA 21.7200 521.28 0.000 0 041 REMOVE CONCRETE (CY) CY 255.2400 23,482.08 10.000 2,552.40 10.000 2,552 042 REMOVE ROCK SLOPE PROTECTION CY 22.4500 830.65 37.000 830.65 37.000 830 043 CLEARING AND GRUBBING (LS) LS 2,337.0000 2,337.00 0.500 1,168.50 0.500 1,168 044 DEVELOP WATER SUPPLY LS 66,485.2800 66,485.28 0.021 1,396.19 0.021 1,396 045 DUST PALLIATIVE LS 19,646.3700 19,646.37 0.021 412.57 0.021 412 046 ROADWAY EXCAVATION CY 4.7500 840,750.00 0.000 0 047 STRUCTURE EXCAVATION (BRIDGE) CY 12.9800 19,236.36 0.000 0 (F) 048 GRAVEL BEDDING CY 55.1000 30,856.00 0.000 0 049 STRUCTURE BACKFILL (BRIDGE) CY 81.0600 96,137.16 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 45.5500 5,921.50 0.000 0 051 IMPORTED BORROW (CY) CY 1.5000 265,500.00 0.000 0 052 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 053 SOD SQYD 18.5700 86,721.90 0.000 0 054 PLANT ESTABLISHMENT WORK LS 35,714.2900 35,714.29 0.000 0 055 2" ELECTRICAL CONDUIT FOR CONTROL AND LF 7.7200 2,393.20 0.000 0 NEUTRAL CONDUCTORS 056 3" ELECTRICAL CONDUIT FOR CONTROL AND LF 8.4400 2,447.60 0.000 0 NEUTRAL CONDUCTORS 057 TRUCK WATERING LS 42,857.1400 42,857.14 0.000 0 058 4" SUPPLY LINE (BRIDGE) LF 294.4300 77,435.09 0.000 0 (F) 059 3" PLASTIC PIPE (CLASS 315) LF 17.5600 280.96 0.000 0 (F) (SUPPLY LINE) 060 4" PLASTIC PIPE (CLASS 315) LF 14.0400 5,770.44 0.000 0 (F) (SUPPLY LINE) 061 8" CORRUGATED HIGH DENSITY LF 95.9700 1,535.52 0.000 0 POLYETHYLENE PIPE CONDUIT 062 12" CORRUGATED HIGH DENSITY LF 70.8500 20,546.50 0.000 0 POLYETHYLENE PIPE CONDUIT 063 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,530.6100 1,530.61 0.000 0 064 CHECK DAM LF 9.1800 10,740.60 0.000 0 065 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1600 144,640.00 0.000 0 (SQFT) 066 COMPOST SOCK LF 7.1400 44,625.00 0.000 0 067 COMPOST SQFT 0.1300 122,980.00 0.000 0 068 INCORPORATE MATERIALS SQFT 0.0300 28,380.00 0.000 0 069 FINISHING ROADWAY LS 9,363.3400 9,363.34 0.000 0 070 CLASS 4 AGGREGATE SUBBASE CY 20.5800 209,916.00 0.000 0 071 CLASS 5 AGGREGATE SUBBASE CY 7.3500 154,350.00 0.000 0 072 CLASS 2 AGGREGATE BASE (CY) CY 27.2200 200,339.20 0.000 0 073 ASPHALTIC EMULSION (FOG SEAL COAT) TON 606.0579 1,151.51 0.000 0 074 SLURRY SEAL TON 434.0700 78,132.60 0.000 0 075 HOT MIX ASPHALT (TYPE A) TON 72.8800 435,093.60 0.000 0 076 MINOR HOT MIX ASPHALT TON 101.0100 16,161.60 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 D) LF 2.9800 202.64 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.9800 8,940.00 0.000 0 079 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9800 7,152.00 0.000 0 080 PLACE HOT MIX ASPHALT SQYD 20.2000 4,646.00 0.000 0 (MISCELLANEOUS AREA) 081 TACK COAT TON 1,313.1310 3,808.08 0.000 0 082 JOINTED PLAIN CONCRETE PAVEMENT CY 213.0000 1,160,850.00 0.000 0 083 JOINT SEAL (SILICONE) LF 2.9000 65,540.00 0.000 0 084 ISOLATION JOINT SEAL (SILICONE) LF 10.9300 5,792.90 0.000 0 085 GRIND EXISTING CONCRETE SQYD 27.5200 6,329.60 230.000 6,329.60 230.000 6,329 PAVEMENT 086 48" STEEL CASING (0.625" THICK) LF 2,397.9600 146,275.56 0.000 0 087 FURNISH PILE (CLASS 200) LF 87.3400 165,946.00 0.000 0 (ALTERNATIVE W MODIFIED) 088 DRIVE PILE (CLASS 200) EA 3,205.2000 224,364.00 0.000 0 (ALTERNATIVE W MODIFIED) 089 60" CAST-IN-DRILLED-HOLE CONCRETE LF 735.5700 48,547.62 0.000 0 PILE (SIGN FOUNDATION) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 106,118.9700 106,118.97 0.000 0 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 295.9600 81,684.96 0.000 0 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 715.5800 923,813.78 0.000 0 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 849.4400 101,083.36 0.000 0 (F) (TYPE N) 094 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 1,235.5400 82,781.18 0.000 0 (F) 095 STRUCTURAL CONCRETE, HEADWALL CY 1,173.6000 52,812.00 0.000 0 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,907.5800 227,002.02 0.000 0 (F) 097 FRACTURED RIB TEXTURE (MODIFIED) SQFT 19.4000 7,100.40 0.000 0 (F) 098 JOINT SEAL (MR 1 1/2") LF 92.3000 11,076.00 0.000 0 099 BAR REINFORCING STEEL LB 10.9800 70,008.48 0.000 0 (F) 100 BAR REINFORCING STEEL (BRIDGE) LB 0.8300 289,552.97 0.000 0 (F) 101 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6200 184,677.92 0.000 0 (F) 102 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 13,774.32 0.000 0 (F) 103 INSTALL SIGN PANEL ON EXISTING SIGN SQFT 5.3200 3,192.00 0.000 0 STRUCTURE PROGRAM CAS145 PAGE 5 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.4100 20,600.80 0.000 0 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9600 1,023.84 0.000 0 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0400 2,667.60 0.000 0 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3600 844.56 0.000 0 (0.063"-FRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3600 2,019.60 0.000 0 (0.080"-FRAMED) 109 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 5.8500 7,605.00 0.000 0 110 ROADSIDE SIGN - ONE POST EA 242.2700 5,572.21 0.000 0 111 ROADSIDE SIGN - TWO POST EA 618.5600 2,474.24 0.000 0 112 SIGN POST SUPPORT SYSTEM EA 2,500.0000 15,000.00 0.000 0 113 INSTALL ROADSIDE SIGN PANEL ON EA 103.1000 206.20 0.000 0 EXISTING POST 114 18" ALTERNATIVE PIPE CULVERT LF 57.1400 23,427.40 0.000 0 115 24" ALTERNATIVE PIPE CULVERT LF 70.4100 56,328.00 0.000 0 116 24" REINFORCED CONCRETE PIPE LF 102.5500 51,275.00 0.000 0 117 36" REINFORCED CONCRETE PIPE LF 186.7300 164,322.40 0.000 0 118 48" REINFORCED CONCRETE PIPE LF 279.5900 176,141.70 0.000 0 119 72" REINFORCED CONCRETE PIPE (CLASS V) LF 647.3000 135,933.00 0.000 0 120 36" JACKED REINFORCED CONCRETE PIPE LF 382.6500 24,489.60 0.000 0 (CLASS III, RUBBER GASKET JOINT) 121 24" POLYMERIC SHEET COATED CORRUGATED LF 107.1400 28,927.80 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 122 FILTER FABRIC SQYD 3.0600 12,699.00 0.000 0 123 24" CONCRETE FLARED END SECTION EA 1,591.8400 3,183.68 0.000 0 124 36" CONCRETE FLARED END SECTION EA 2,561.2200 7,683.66 0.000 0 125 48" CONCRETE FLARED END SECTION EA 4,168.3700 4,168.37 0.000 0 126 24" POLYMERIC SHEET COATED STEEL FLARED EA 566.3300 566.33 0.000 0 END SECTION 127 36" REINFORCED CONCRETE PIPE RISER LF 357.1400 24,999.80 0.000 0 128 SIDEWALK UNDERDRAIN EA 1,251.7800 2,503.56 0.000 0 129 72" REINFORCED CONCRETE PIPE RISER LF 693.8800 11,102.08 0.000 0 130 ROCK SLOPE PROTECTION CY 72.4500 12,968.55 0.000 0 (F) (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 92.8600 6,964.50 0.000 0 (F) (CY) 132 CONCRETE (DITCH LINING) CY 1,002.0200 12,024.24 0.000 0 133 CONCRETE (CONCRETE APRON) CY 450.0000 16,200.00 0.000 0 134 SLOPE PAVING (ROCK COBBLE) SQFT 32.7700 119,643.27 0.000 0 (F) 135 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0800 2,284.80 0.000 0 136 DETECTABLE WARNING SURFACE SQFT 30.1300 2,078.97 0.000 0 137 MINOR CONCRETE (MISCELLANEOUS CY 442.1400 38,466.18 0.000 0 CONSTRUCTION) 138 MINOR CONCRETE (TEXTURED PAVING) CY 403.3000 169,386.00 0.000 0 139 MISCELLANEOUS IRON AND STEEL LB 1.7500 39,469.50 0.000 0 (F) 140 TEMPORARY FENCE (TYPE CL-6) LF 14.6500 3,369.50 0.000 0 141 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 30.7600 36,296.80 0.000 0 142 6" CHAIN LINK GATE EA 984.8500 3,939.40 0.000 0 (TYPE CL-6,VINYL CLAD) 143 CONCRETE BARRIER MARKER EA 15.4600 92.76 0.000 0 144 DELINEATOR (CLASS 1) EA 40.2100 5,227.30 0.000 0 145 GUARD RAILING DELINEATOR EA 15.4600 989.44 0.000 0 146 MIDWEST GUARDRAIL SYSTEM LF 25.6100 65,305.50 0.000 0 147 CABLE RAILING LF 55.1300 9,427.23 0.000 0 (F) 148 TRANSITION RAILING (TYPE WB-31) EA 3,510.1000 17,550.50 0.000 0 149 END ANCHOR ASSEMBLY (TYPE SFT) EA 789.9000 3,159.60 0.000 0 150 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,668.6900 5,337.38 0.000 0 151 CONCRETE BARRIER (TYPE 736) LF 137.2000 69,423.20 0.000 0 (F) 152 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0300 4,423.80 0.000 0 153 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2300 581.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 154 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 3,160.00 2,529.000 505.80 2,529.000 505 155 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 3,625.00 12,549.000 3,137.25 12,549.000 3,137 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 7,980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 157 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 484.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 7 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 494.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 159 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 160 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 4,923.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 161 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,506.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 162 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4100 2,072.70 610.000 860.10 610.000 860 163 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0300 4,908.60 273.000 827.19 273.000 827 164 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,022.2400 2,022.24 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 165 LIGHTING AND SIGN ILLUMINATION LS 229,982.8100 229,982.81 0.000 0 166 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 33,486.3500 33,486.35 0.000 0 167 MODIFY TRAFFIC MONITORING STATION LS 13,982.8100 13,982.81 0.000 0 168 TRAFFIC MONITORING STATION LS 30,596.5600 30,596.56 0.000 0 169 CLOSED CIRCUIT TELEVISION SYSTEM LS 430,985.8400 430,985.84 0.000 0 170 MODIFY SIGNAL LS 13,525.7800 13,525.78 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288814 TIME 01:03 PM ESTIMATE NO. 001 BID OPENING 06/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/15 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 10/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 141,915.17 141,915.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 141,915.17 141,915.17 171 MOBILIZATION LS 1,054,783.7300 1,054,783.73 0.000 0 ORIGINAL CONTRACT AMOUNT 11,952,886.00 TOTAL WORK COMPLETED 141,915.17 141,915.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 141,915.17 141,915.17 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 08/19/15 490 10/13/15 10/13/15 10/31/16 5 1 0 0 1% 1% PROGRESS IS SATISFACTORY CORBITT, JARED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/15