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 04/25/16 EST. NO. 024 TIME 02:26 PM R.E. NAME: JAVAHERNESHAN, MAJID 12-0L74U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0005 4,882.85 E.W. @ F.A.(+) 100715 N CT01 0 0006 1,884.29 101415 N CT0020 0007 2,645.82 102115 N CT0030 0008 2,332.63 102215 N CT0040 11,745.59 TOTAL THIS ESTIMATE -85,518.42 TOTAL PREVIOUS ESTIMATE -73,772.83 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 04/25/16 EST. NO. 024 TIME 02:26 PM R.E. NAME: JAVAHERNESHAN, MAJID 12-0L74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGR TEST NON-COMPLI -26.18 004 SWPPP NON-COMPLIANCE -224,352.62 014 RET SWPP NONCOMPLIAN 224,352.62 015 0.00 -26.18 EQUAL EMPLOYMENT OPPORTUNITY NONSUBTL EEO REPORT -10,000.00 018 RETURN EEO DEDUCTION 10,000.00 024 10,000.00 0.00 LABOR COMPLIANCE VIOLATION UNRSLVD8/4/15LTR -10,000.00 019 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,026.18 PROGRAM CAS145 PAGE 1 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 LOCATION PROGRESS ESTIMATE 12-ORA-55-2.0/11.8 ----------------- ALL AMERICAN ASPHALT OC. IN COSTA MESA, SANTA ANA AND P O BOX 2229 TUSTIN, FR. 19TH ST. TO 17TH ST. CORONA CA 92878 FED. AID NO. HSNH-P055(54)E REHABILITATE PAVEMENT & CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,720.0000 5,720.00 1.000 5,720 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,200.0000 5,200.00 0.750 3,900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,430.0000 557,700.00 390.000 557,700 004 CONSTRUCTION AREA SIGNS LS 103,000.0000 103,000.00 1.000 103,000 005 TRAFFIC CONTROL SYSTEM LS 1,050,000.0000 1,050,000.00 1.000 1,050,000 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0800 3,702.40 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 41.5000 2,780.50 89.000 3,693 008 TEMPORARY RAILING (TYPE K) LF 7.5000 69,450.00 9,540.000 71,550 009 TEMPORARY CRASH CUSHION EA 198.0000 792.00 4.000 792 010 JOB SITE MANAGEMENT LS 1,050.0000 1,050.00 1.000 1,050 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,560.0000 1,560.00 0.997 1,555 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 4.000 2,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 780.0000 3,900.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 015 TEMPORARY HYDRAULIC MULCH SQYD 4.1600 1,872.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 8,640.00 27.000 8,640 017 TEMPORARY FIBER ROLL LF 3.1000 14,167.00 1,100.000 3,410 018 TEMPORARY GRAVEL BAG BERM LF 9.6000 88,896.00 168.000 1,612.80 6,148.000 59,020 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 10,400.00 2.000 10,400 020 STREET SWEEPING LS 41,000.0000 41,000.00 1.000 41,000 021 TEMPORARY CONCRETE WASHOUT LS 8,300.0000 8,300.00 1.000 8,300 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3100 11,377.00 32,812.000 10,171 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.0800 10,192.00 1,775.000 3,692 MARKING (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1000 6,210.00 30,636.000 3,063 025 PUBLIC SAFETY PLAN LS 3,640.0000 3,640.00 1.000 3,640 026 RAPID SETTING CONCRETE (PATCH) CF 33.5000 20,904.00 0.000 0 027 REPAIR SPALLED SURFACE AREA SQFT 470.0000 14,570.00 50.000 23,500 028 REMOVE METAL BEAM GUARD RAILING LF 7.1000 23,217.00 1,973.000 14,008 029 REMOVE IRRIGATION FACILITY LS 2,130.0000 2,130.00 1.000 2,130 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 14,404.00 52,017.000 13,524 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0800 3,390.40 514.000 1,069 032 REMOVE PAVEMENT MARKER EA 0.5200 19,604.00 47,125.000 24,505 033 REMOVE ROADSIDE SIGN EA 130.0000 9,360.00 96.000 12,480 034 REMOVE SIGN STRUCTURE (EA) EA 4,160.0000 16,640.00 4.000 16,640 035 REMOVE SIGN PANEL EA 1,040.0000 1,040.00 1.000 1,040 036 REMOVE ASPHALT CONCRETE DIKE LF 1.8700 61,149.00 300.000 561.00 32,571.000 60,907 037 REMOVE PIPE (LF) LF 45.0000 105,300.00 2,382.000 107,190 038 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 47.0000 20,680.00 867.000 40,749 039 REMOVE DOWNDRAIN (EA) EA 1,840.0000 12,880.00 7.000 12,880 040 REMOVE INLET EA 1,750.0000 43,750.00 29.000 50,750 041 REMOVE BASE AND SURFACING CY 27.5000 26,950.00 1,607.000 44,192 042 RELOCATE ROADSIDE SIGN EA 470.0000 470.00 2.000 940 043 MODIFY SIGN STRUCTURE (WALKWAY RETROFIT) EA 5,200.0000 10,400.00 2.000 10,400 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 431,990.00 355,765.600 462,495 045 REMOVE CONCRETE BARRIER LF 18.7000 19,074.00 1,014.000 18,961 046 REMOVE UNSOUND CONCRETE CF 30.6000 18,635.40 0.000 0 047 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2100 49,837.41 237,321.000 49,837 048 REMOVE CONCRETE BARRIER (TYPE K) LF 4.6000 18,952.00 4,112.000 18,915 049 TREAT BRIDGE DECK SQFT 0.2600 61,703.46 237,321.000 61,703 (F) PROGRAM CAS145 PAGE 3 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 60.0000 197,820.00 2,829.620 169,777 051 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 175.0000 12,950.00 120.000 21,000 052 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 11.7000 760.50 500.000 5,850 053 ROADWAY EXCAVATION CY 30.0000 172,500.00 300.000 9,000.00 6,050.000 181,500 054 ROADWAY EXCAVATION (TYPE Y-1) CY 208.0000 2,080.00 2.740 569 (AERIALLY DEPOSITED LEAD) 055 IMPORTED BORROW (CY) CY 150.0000 4,800.00 27.000 4,050.00 27.000 4,050 056 MULCH CY 71.0000 10,650.00 8.000 568 057 PLANT (GROUP F) EA 1.4200 14,200.00 560.000 795 058 MAINTAIN EXISTING PLANTED AREAS LS 34,300.0000 34,300.00 1.000 34,300 059 PLANT ESTABLISHMENT WORK LS 13,500.0000 13,500.00 0.030 405 060 CHECK AND TEST EXISTING IRRIGATION LS 1,870.0000 1,870.00 1.000 1,870 FACILITIES 061 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,300.0000 8,300.00 1.000 8,300 062 CONTROL AND NEUTRAL CONDUCTORS LS 680.0000 680.00 0.000 0 063 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 620.0000 1,860.00 0.000 0 064 SPRINKLER (TYPE A-5) EA 29.0000 174.00 0.000 0 065 SPRINKLER (TYPE A-6) EA 29.0000 174.00 0.000 0 066 SPRINKLER (TYPE A-7) EA 36.4000 400.40 0.000 0 067 SPRINKLER (TYPE A-8) EA 36.4000 400.40 0.000 0 068 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.1600 2,246.40 0.000 0 (F) LINE) 069 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4000 2,332.00 0.000 0 (F) (SUPPLY LINE) 070 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.8000 2,880.00 0.000 0 (F) (SUPPLY LINE) 071 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 2,200.00 0.000 0 (F) (SUPPLY LINE) 072 EXTEND 6" CONDUIT LF 182.0000 2,730.00 15.000 2,730 073 CLASS 2 AGGREGATE SUBBASE CY 31.0000 59,520.00 281.000 8,711.00 2,060.000 63,860 074 CLASS 2 AGGREGATE BASE (CY) CY 24.0000 39,600.00 568.000 13,632.00 1,790.000 42,960 075 LEAN CONCRETE BASE RAPID SETTING CY 455.0000 72,800.00 150.000 68,250 076 ASPHALTIC EMULSION (FOG SEAL COAT) TON 800.0000 55,200.00 48.050 38,440 PROGRAM CAS145 PAGE 4 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT (TYPE A) TON 66.5000 147,630.00 4.000 266.00 2,260.960 150,353 078 HOT MIX ASPHALT (OPEN GRADED) TON 88.0000 112,640.00 1,656.350 145,758 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.4000 3,758,400.00 46,453.300 4,013,565 080 DATA CORE LS 22,000.0000 22,000.00 1.000 22,000 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1400 763.80 670.000 763 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1400 36,138.00 31,700.000 36,138 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1400 1,231.20 300.000 342.00 1,383.000 1,576 084 TACK COAT TON 600.0000 96,000.00 69.890 41,934 085 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 470.0000 169,200.00 358.000 168,260 086 SEAL PAVEMENT JOINT LF 8.7000 29,319.00 3,508.100 30,520 087 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 675.0000 303,750.00 456.952 308,442 088 REPAIR SPALLED JOINTS, SQFT 1,280.0000 78,080.00 0.000 0 FAST SETTING GROUT 089 GROOVE EXISTING CONCRETE PAVEMENT SQYD 2.0600 487,190.00 235,965.000 486,087 090 GRIND EXISTING CONCRETE SQYD 2.7000 638,550.00 244,739.000 660,795 PAVEMENT 091 36" CAST-IN-DRILLED-HOLE CONCRETE LF 570.0000 17,670.00 31.000 17,670 PILE (SIGN FOUNDATION) 092 60" CAST-IN-DRILLED-HOLE CONCRETE LF 800.0000 104,000.00 124.830 99,864 PILE (SIGN FOUNDATION) 093 AGGREGATE BASE (APPROACH SLAB) CY 338.4000 43,315.20 189.490 64,123 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 1,586,250.00 1,071.520 1,339,400 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 2,030.0000 97,237.00 47.900 97,237 (F) 096 PAVING NOTCH EXTENSION CF 170.0000 126,310.00 669.195 113,763 097 CLEAN EXPANSION JOINT LF 13.5000 3,253.50 180.750 2,440 098 JOINT SEAL (MR 1") LF 44.0000 54,560.00 1,128.060 49,634 099 JOINT SEAL (MR 1 1/2") LF 112.0000 9,184.00 79.000 8,848 100 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.6000 52,116.00 6,060.000 52,116 (F) 101 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8300 5,029.80 6,060.000 5,029 (F) 102 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8500 430,191.30 112,498.000 433,117 (F) 103 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3100 34,638.78 111,738.000 34,638 (F) PROGRAM CAS145 PAGE 5 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 9.4000 15,134.00 256.000 2,406.40 1,864.320 17,524 105 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.8000 54,288.00 2,762.500 57,460 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 2,700.00 150.000 2,700 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6000 6,142.00 1,287.100 21,365 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2000 12,480.00 696.000 13,363 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.7000 2,057.00 242.750 4,539 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 7,360.00 387.500 8,912 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 340.0000 23,460.00 120.000 40,800 112 ROADSIDE SIGN - TWO POST EA 490.0000 5,880.00 15.000 7,350 113 INSTALL SIGN OVERLAY SQFT 10.4000 166.40 16.000 166 114 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.8000 16,458.00 2,421.000 18,883 115 INSTALL ROADSIDE SIGN PANEL ON EA 307.0000 614.00 8.000 2,456 EXISTING POST 116 INSTALL ROADSIDE SIGN EA 1,560.0000 1,560.00 2.000 3,120 (LAMINATED WOOD BOX POST) 117 PAINT CURB (2-COAT) LF 0.4700 159.80 0.000 0 118 18" ALTERNATIVE PIPE CULVERT LF 364.0000 7,280.00 20.000 7,280 119 24" REINFORCED CONCRETE PIPE LF 119.0000 13,090.00 156.000 18,564 120 30" REINFORCED CONCRETE PIPE LF 166.0000 116,200.00 692.000 114,872 121 33" REINFORCED CONCRETE PIPE LF 260.0000 6,240.00 24.000 6,240 122 36" REINFORCED CONCRETE PIPE LF 210.0000 15,120.00 72.000 15,120 123 39" REINFORCED CONCRETE PIPE LF 208.0000 79,040.00 475.000 98,800 124 42" REINFORCED CONCRETE PIPE LF 260.0000 127,400.00 490.000 127,400 125 12" PLASTIC PIPE DOWNDRAIN LF 130.0000 40,300.00 312.000 40,560 126 ENTRANCE TAPER EA 780.0000 5,460.00 7.000 5,460 127 GRATED LINE DRAIN LF 205.0000 106,600.00 527.000 108,035 128 12" ALTERNATIVE FLARED END SECTION EA 780.0000 5,460.00 7.000 5,460 129 36" PRECAST CONCRETE PIPE MANHOLE LF 390.0000 8,580.00 21.710 8,466 130 MINOR CONCRETE (MISCELLANEOUS CY 345.0000 48,300.00 177.000 61,065 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (CURB AND GUTTER) CY 354.0000 3,894.00 11.000 3,894 132 CURB RAMP DETECTABLE WARNING SURFACE SQFT 32.5000 5,525.00 180.000 5,850 133 MISCELLANEOUS IRON AND STEEL LB 1.5000 11,740.50 7,827.000 11,740 (F) 134 DELINEATOR (CLASS 1) EA 47.0000 8,460.00 174.000 8,178 135 GUARD RAILING DELINEATOR EA 17.0000 3,060.00 180.000 3,060 136 OBJECT MARKER (TYPE P) EA 177.0000 1,239.00 7.000 1,239 137 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.5000 81,090.00 1,752.500 46,441 138 PEDESTRIAN BARRICADE EA 1,040.0000 1,040.00 1.000 1,040 139 CONCRETE BARRIER LF 1,410.0000 16,920.00 12.000 16,920 (TRANSITION ANCHOR BLOCK) 140 CONCRETE BARRIER LF 144.0000 64,800.00 485.000 69,840 141 END ANCHOR ASSEMBLY (TYPE SFT) EA 570.0000 15,390.00 15.000 8,550 142 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 34,400.00 5.000 21,500 143 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,400.0000 51,000.00 10.000 34,000 144 CONCRETE BARRIER (TYPE 60) LF 57.0000 162,450.00 2,737.000 156,009 145 CONCRETE BARRIER (TYPE 60C) LF 77.0000 70,070.00 906.000 69,762 146 CONCRETE BARRIER (TYPE 60GC) LF 92.0000 24,840.00 264.000 24,288 147 CONCRETE BARRIER (TYPE 60GE) LF 286.0000 71,500.00 242.000 69,212 148 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 102,144.00 260,995.000 109,617 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 41,168.00 56,496.000 46,891 150 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 20,264.00 35,195.000 23,932 (BROKEN 12-3) 151 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0800 35,360.00 16,029.500 33,341 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 59,724.00 283,122.000 59,455 (BROKEN 36-12) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 2,583.00 25,994.000 5,458 (BROKEN 17-7) 154 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 35,360.00 53,156.000 36,146 (BROKEN 36-12) 155 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0600 13,146.00 160,803.000 9,648 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0400 19,032.00 23,600.000 24,544 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4400 47,336.00 18,023.000 43,976 PROGRAM CAS145 PAGE 7 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,080.0000 2,080.00 1.000 2,080 SYSTEM ELEMENTS DURING CONSTRUCTION 159 SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 1.000 145,000 160 LIGHTING (TEMPORARY) LS 8,300.0000 8,300.00 1.000 8,300 161 INDUCTIVE LOOP DETECTOR (LS) LS 241,000.0000 241,000.00 1.000 241,000 162 MODIFY SIGNAL LS 73,000.0000 73,000.00 1.000 73,000 163 MODIFY LIGHTING AND SIGN ILLUMINATION LS 62,000.0000 62,000.00 1.000 62,000 PROGRAM CAS145 PAGE 8 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 40,581.20 14,326,302.92 ADJUSTMENT OF COMPENSATION 0.00 -320,793.35 EXTRA WORK 11,745.59 247,020.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 52,326.79 14,252,530.09 164 MOBILIZATION LS 230,000.0000 230,000.00 1.000 230,000 ORIGINAL CONTRACT AMOUNT 14,678,599.55 TOTAL WORK COMPLETED 52,326.79 14,482,530.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,026.18 TOTAL 62,326.79 14,472,503.91 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 11/06/13 640 12/31/13 12/31/13 01/03/17 465 107 0 0 94% 73% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/16