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 09/24/18 EST. NO. 021 TIME 01:41 PM R.E. NAME: KINALY,STEVE 12-0M4904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0016 801.26 E.W. @ F.A.(+) 080918 N 0016 0 0017 2,463.37 081018 N 0017 0 0018 2,145.46 081618 N 0018 0 0019 536.36 081718 N 0019 0 0020 1,609.09 081718 N 0020 0 0021 2,436.52 082018 N 0021 0 0022 2,583.98 082118 N 0022 0 014 0001 54,197.81 E.W. @ L.S.(+) 091918 N 0001 0 016 0001 17,554.89 E.W. @ L.S.(+) 091918 N 0001 0 0002 79,245.11 A.C. @ L.S.(+) 091918 N 0002 0 163,573.85 TOTAL THIS ESTIMATE 174,844.22 TOTAL PREVIOUS ESTIMATE 338,418.07 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 09/24/18 EST. NO. 021 TIME 01:41 PM R.E. NAME: KINALY,STEVE 12-0M4904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 CY-2016 -10,000.00 002 RET DEDUC CEM 4401 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 LOCATION PROGRESS ESTIMATE 12-ORA-5-1.2/2.2 ----------------- POWELL CONSTRUCTORS INC IN ORANGE COUNTY 8555 BANANA AVENUE IN SAN CLEMENTE 0.1 MI N FONTANA CA 92335 OF AVE MENDOCINO OC TO 0.2 MI S OF AVE PRESIDIO UC FED. AID NO. HSNH-PI ( ) ,005-1 (635)E ENHANCE CURVE/INSTALL OVERHEAD SIGN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.750 2,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 325,000.00 325.000 325,000 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.500 15,000 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.900 360,000 006 TYPE II BARRICADE EA 50.0000 400.00 4.000 200 007 TYPE III BARRICADE EA 100.0000 200.00 2.000 200 008 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,200.00 44.000 1,320 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.025 750.00 0.900 27,000 010 TEMPORARY RAILING (TYPE K) LF 12.0000 128,400.00 2,880.000 34,560.00 13,420.000 161,040 011 TEMPORARY CRASH CUSHION MODULE EA 250.0000 19,250.00 98.000 24,500 012 TEMPORARY TRAFFIC SCREEN LF 2.0000 21,200.00 1,717.000 3,434.00 10,600.000 21,200 013 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.925 37,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 33,500.00 24.000 12,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 14,000.00 2.000 1,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 018 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 1,440.00 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 5,775.00 21.000 5,775 020 TEMPORARY FIBER ROLL LF 2.0000 580.00 290.000 580.00 290.000 580 021 TEMPORARY GRAVEL BAG BERM LF 7.0000 11,480.00 1,620.000 11,340 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 5.000 15,000 PROGRAM CAS145 PAGE 2 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 10,000.0000 10,000.00 0.050 500.00 0.925 9,250 024 TEMPORARY CONCRETE WASHOUT LS 27,000.0000 27,000.00 0.050 1,350.00 0.925 24,975 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 4,425.00 9,229.000 4,614 STRIPE (HAZARDOUS WASTE) 026 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 0.000 0 027 TREATED WOOD WASTE LB 0.1000 755.00 0.000 0 028 ABANDON CULVERT (LF) LF 20.0000 4,600.00 230.000 4,600 029 REMOVE GUARDRAIL LF 10.0000 2,400.00 245.000 2,450 030 REMOVE IRRIGATION FACILITY LS 3,000.0000 3,000.00 1.000 3,000 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 16,950.00 18,910.000 4,727 032 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 260.00 0.000 0 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,920.00 12,300.000 3,690 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 940.00 0.000 0 035 REMOVE PAVEMENT MARKER EA 1.0000 4,760.00 2,631.000 2,631 036 REMOVE ROADSIDE SIGN EA 50.0000 1,000.00 7.000 350 037 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 18,000.00 4.000 18,000 039 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,200.00 370.000 1,850 040 REMOVE PIPE (LF) LF 30.0000 11,400.00 497.700 14,931 041 REMOVE INLET EA 900.0000 6,300.00 7.000 6,300 042 REMOVE MANHOLE EA 1,500.0000 3,000.00 2.000 3,000 043 REMOVE CONCRETE PAVEMENT (CY) CY 50.0000 92,500.00 1,587.000 79,350.00 1,850.000 92,500 044 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.5000 457,600.00 -18,476.300 -101,619.65 103,584.000 569,712 045 REMOVE DELINEATOR EA 20.0000 40.00 0.000 0 046 ADJUST INLET EA 3,500.0000 7,000.00 1.000 3,500 047 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 20.0000 800.00 265.000 5,300 048 REMOVE CONCRETE BARRIER LF 25.0000 60,750.00 2,902.000 72,550 049 REFINISH BRIDGE DECK SQFT 30.0000 26,190.00 119.167 3,575.01 119.167 3,575 PROGRAM CAS145 PAGE 3 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SAND BACKFILL CY 50.0000 1,350.00 30.000 1,500 051 BRIDGE REMOVAL (PORTION) LS 110,000.0000 110,000.00 1.000 110,000 052 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 053 ROADWAY EXCAVATION CY 40.0000 175,200.00 5,410.000 216,400 054 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 47,600.00 680.000 47,600 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 53,100.00 1,062.000 53,100 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 65.0000 40,365.00 621.000 40,365 (F) 057 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 95,520.00 1,592.000 95,520 (F) 058 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,900.00 89.000 8,900 (F) WALL) 059 ROADSIDE CLEARING LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 060 ROCK BLANKET SQFT 11.0000 146,300.00 4,740.000 52,140.00 17,355.000 190,905 061 PLANT (GROUP F) EA 0.9500 950.00 1,500.000 1,425.00 1,500.000 1,425 062 TRANSPLANT TREE EA 3,000.0000 9,000.00 3.000 9,000.00 3.000 9,000 063 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 1.000 10,000 064 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.750 6,000.00 0.750 6,000 065 WOOD MULCH CY 75.0000 3,750.00 60.000 4,500.00 60.000 4,500 066 CHECK AND TEST EXISTING IRRIGATION LS 5,000.0000 5,000.00 1.000 5,000 FACILITIES 067 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.125 625.00 1.000 5,000 068 RISER SPRINKLER ASSEMBLY EA 35.0000 525.00 15.000 525.00 15.000 525 069 POP-UP SPRINKLER ASSEMBLY EA 90.0000 900.00 10.000 900.00 10.000 900 070 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 2,250.00 500.000 2,250.00 500.000 2,250 (F) LINE) 071 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 420.00 60.000 420.00 60.000 420 (F) (SUPPLY LINE) 072 CLASS 3 AGGREGATE SUBBASE CY 45.0000 454,500.00 8,513.000 383,085 073 LEAN CONCRETE BASE CY 230.0000 163,300.00 919.680 211,526 074 BASE BOND BREAKER SQYD 3.0000 25,200.00 5,229.700 15,689 075 HOT MIX ASPHALT (TYPE A) TON 84.0000 281,400.00 5,343.560 448,859 076 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 70,400.00 498.350 54,818.50 911.400 100,254 PROGRAM CAS145 PAGE 4 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 F) LF 20.0000 1,500.00 0.000 0 078 PLACE HOT MIX ASPHALT SQYD 35.0000 15,750.00 0.000 0 (MISCELLANEOUS AREA) 079 JOINTED PLAIN CONCRETE PAVEMENT CY 290.0000 852,600.00 3,150.000 913,500 080 ISOLATION JOINT SEAL (SILICONE) LF 14.0000 79,800.00 0.000 0 081 GRIND EXISTING CONCRETE SQYD 9.0000 44,460.00 4,769.000 42,921 PAVEMENT 082 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 524,790.00 5,830.750 524,767 083 54" CAST-IN-DRILLED-HOLE CONCRETE LF 750.0000 16,500.00 22.000 16,500 PILE (SIGN FOUNDATION) 084 60" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 60,350.00 71.000 60,350 PILE (SIGN FOUNDATION) 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 29,400.00 49.000 29,400 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,050.0000 678,300.00 641.000 673,050 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 304,950.00 313.000 297,350 (F) (POLYMER FIBER) 088 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 234,000.00 585.000 234,000 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 19,800.00 33.000 19,800 (F) (TYPE N) 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 526,900.00 -30.000 -33,000.00 160.000 176,000 (TYPE R) 091 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 69,000.00 44.230 66,345 (F) 092 PAVING NOTCH EXTENSION CF 350.0000 140,700.00 102.500 35,875 093 SPLIT FACE BLOCK TEXTURE SQFT 18.0000 182,016.00 10,112.000 182,016 (F) 094 DRILL AND BOND DOWEL LF 40.0000 4,200.00 111.500 4,460 095 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 40.0000 2,800.00 60.000 2,400 096 JOINT SEAL (MR 1/2") LF 40.0000 22,920.00 0.000 0 097 JOINT SEAL (MR 1") LF 60.0000 33,480.00 0.000 0 098 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 350,190.00 389,100.000 350,190 (F) 099 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 122,000.00 122,000.000 122,000 (F) 100 HEADED BAR REINFORCEMENT EA 20.0000 1,200.00 60.000 1,200 (F) 101 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.6000 184,048.00 115,030.000 184,048 (F) 102 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.1500 132,284.50 115,030.000 132,284 (F) 103 FURNISH SIGN STRUCTURE (TRUSS) LB 4.1000 312,092.00 76,120.000 312,092 (F) PROGRAM CAS145 PAGE 5 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 38,060.00 76,120.000 38,060 (F) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 609.00 87.000 609.00 87.000 609 (0.063"-UNFRAMED) 106 ROADSIDE SIGN - ONE POST EA 300.0000 5,700.00 19.000 5,700.00 19.000 5,700 107 ROADSIDE SIGN - TWO POST EA 800.0000 4,000.00 5.000 4,000.00 5.000 4,000 108 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 6.000 1,200.00 6.000 1,200 METHOD) 109 INSTALL ROADSIDE SIGN EA 2,600.0000 10,400.00 0.000 0 (LAMINATED WOOD BOX POST) 110 FURNISH LAMINATED PANEL SIGN SQFT 18.0000 18,180.00 395.000 7,110.00 1,010.000 18,180 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 111 FURNISH LAMINATED PANEL SIGN SQFT 17.0000 5,780.00 340.000 5,780.00 340.000 5,780 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH SINGLE SHEET ALUMINUM SQFT 7.0000 406.00 58.000 406.00 58.000 406 SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SQFT 7.0000 980.00 140.000 980.00 140.000 980 SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SQFT 9.0000 990.00 110.000 990.00 110.000 990 SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 FURNISH SINGLE SHEET ALUMINUM SQFT 10.0000 500.00 50.000 500.00 50.000 500 SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 7,650.00 1,700.000 7,650.00 1,700.000 7,650 117 SOUND WALL (MASONRY BLOCK) SQFT 19.0000 30,875.00 1,625.000 30,875 (F) 118 CLEAN AND PAINT STRUCTURAL STEEL LS 65,000.0000 65,000.00 0.000 0 119 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 7,200.00 48.000 7,200 120 PREPARE AND STAIN CONCRETE SQFT 3.0000 30,336.00 8,500.000 25,500 121 24" REINFORCED CONCRETE PIPE LF 100.0000 75,000.00 955.500 95,550 122 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 7,000.00 0.000 0 CONSTRUCTION) 123 MISCELLANEOUS IRON AND STEEL LB 1.2500 9,372.50 7,498.000 9,372 (F) 124 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 9,235.00 215.000 1,075.00 1,847.000 9,235 (F) 125 DELINEATOR (CLASS 1) EA 40.0000 280.00 0.000 0 126 GUARD RAILING DELINEATOR EA 35.0000 210.00 0.000 0 127 CONCRETE BARRIER MARKER EA 15.0000 735.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 3,375.00 0.000 0 129 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 2,400.00 0.000 0 130 END CAP (TYPE A) EA 300.0000 300.00 0.000 0 131 END ANCHOR ASSEMBLY (TYPE SFT) EA 995.0000 995.00 0.000 0 132 ALTERNATIVE CRASH CUSHION EA 35,000.0000 35,000.00 1.000 35,000 133 CONCRETE BARRIER (TYPE 60A) (MODIFIED) LF 100.0000 29,200.00 333.600 33,360 (F) 134 CONCRETE BARRIER (TYPE 60F) LF 250.0000 30,000.00 0.000 0 135 CONCRETE BARRIER (TYPE 60C) LF 80.0000 264,000.00 2,715.250 217,220 136 CONCRETE BARRIER (TYPE 60D) LF 60.0000 27,600.00 243.000 14,580.00 553.000 33,180 137 CONCRETE BARRIER (TYPE 736) LF 90.0000 70,290.00 781.000 70,290 (F) 138 CONCRETE BARRIER (TYPE 736A) LF 95.0000 42,560.00 448.000 42,560 (F) 139 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 140 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1700 15,878.00 66,084.000 11,234 141 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 390.00 126.000 378 142 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,055.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 143 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 87.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 8,925.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 145 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,290.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,447.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 147 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,150.00 0.000 0 148 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 5,240.00 1,113.000 2,226 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 MODIFYING EXISTING ELECTRICAL SYSTEM LS 230,000.0000 230,000.00 0.680 156,400 PROGRAM CAS145 PAGE 7 DATE 09/24/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M4904 TIME 01:41 PM ESTIMATE NO. 021 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: KINALY,STEVE DATE OF THIS ESTIMATE 09/24/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,662.86 9,129,819.33 ADJUSTMENT OF COMPENSATION 79,245.11 79,245.11 EXTRA WORK 84,328.74 259,172.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 355,236.71 9,468,237.40 151 MOBILIZATION LS 875,000.0000 875,000.00 1.000 875,000 ORIGINAL CONTRACT AMOUNT 10,562,457.00 TOTAL WORK COMPLETED 355,236.71 10,343,237.40 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 355,236.71 10,343,237.40 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 10/13/16 325 01/03/17 12/07/16 10/25/18 396 145 0 0 89% 100% PROGRESS IS SATISFACTORY KINALY,STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/18