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 12/22/14 EST. NO. 010 TIME 10:48 AM 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 --------------------------------------------------------------------------- 002 0001 1,216.99 E.W. @ F.A.(+) 080914 N TM2 0 0002 1,066.46 082314 N TM3 0 015 0001 10,185.32 E.W. @ L.S.(+) 101714 N 9001 0 12,468.77 TOTAL THIS ESTIMATE 41,776.79 TOTAL PREVIOUS ESTIMATE 54,245.56 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 12/22/14 EST. NO. 010 TIME 10:48 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0L74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGR TEST NON-COMPLI -26.18 004 0.00 -26.18 TOTAL DEDUCTIONS 0.00 -26.18 PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 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 0.250 1,300 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,430.0000 557,700.00 8.000 11,440.00 174.000 248,820 004 CONSTRUCTION AREA SIGNS LS 103,000.0000 103,000.00 0.030 3,090.00 0.630 64,890 005 TRAFFIC CONTROL SYSTEM LS 1,050,000.0000 1,050,000.00 0.050 52,500.00 0.490 514,500 006 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 4,780.000 35,850 009 TEMPORARY CRASH CUSHION EA 198.0000 792.00 4.000 792 010 JOB SITE MANAGEMENT LS 1,050.0000 1,050.00 0.050 52.50 0.435 456 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,560.0000 1,560.00 0.020 31.20 0.681 1,062 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 2.000 1,000.00 2.000 1,000 013 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 0.000 0 015 TEMPORARY HYDRAULIC MULCH SQYD 4.1600 1,872.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 8,640.00 25.000 8,000 017 TEMPORARY FIBER ROLL LF 3.1000 14,167.00 0.000 0 018 TEMPORARY GRAVEL BAG BERM LF 9.6000 88,896.00 0.000 0 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 10,400.00 1.000 5,200 020 STREET SWEEPING LS 41,000.0000 41,000.00 0.050 2,050.00 0.435 17,835 021 TEMPORARY CONCRETE WASHOUT LS 8,300.0000 8,300.00 0.050 415.00 0.400 3,320 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3100 11,377.00 0.000 0 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 MARKING (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1000 6,210.00 0.000 0 025 PUBLIC SAFETY PLAN LS 3,640.0000 3,640.00 0.000 0 026 RAPID SETTING CONCRETE (PATCH) CF 33.5000 20,904.00 0.000 0 027 REPAIR SPALLED SURFACE AREA SQFT 470.0000 14,570.00 0.000 0 028 REMOVE METAL BEAM GUARD RAILING LF 7.1000 23,217.00 0.000 0 029 REMOVE IRRIGATION FACILITY LS 2,130.0000 2,130.00 0.000 0 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 14,404.00 0.000 0 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0800 3,390.40 0.000 0 032 REMOVE PAVEMENT MARKER EA 0.5200 19,604.00 16,925.000 8,801 033 REMOVE ROADSIDE SIGN EA 130.0000 9,360.00 0.000 0 034 REMOVE SIGN STRUCTURE (EA) EA 4,160.0000 16,640.00 1.400 5,824.00 4.000 16,640 035 REMOVE SIGN PANEL EA 1,040.0000 1,040.00 0.000 0 036 REMOVE ASPHALT CONCRETE DIKE LF 1.8700 61,149.00 6,387.000 11,943.69 19,169.000 35,846 037 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 26,950.00 635.000 17,462 042 RELOCATE ROADSIDE SIGN EA 470.0000 470.00 0.000 0 043 MODIFY SIGN STRUCTURE (WALKWAY RETROFIT) EA 5,200.0000 10,400.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 431,990.00 32,191.750 41,849.28 220,374.090 286,486 045 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 0.000 0 048 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 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 175.0000 12,950.00 0.000 0 052 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 11.7000 760.50 0.000 0 053 ROADWAY EXCAVATION CY 30.0000 172,500.00 1,100.000 33,000.00 1,898.000 56,940 054 ROADWAY EXCAVATION (TYPE Y-1) CY 208.0000 2,080.00 0.000 0 (AERIALLY DEPOSITED LEAD) 055 IMPORTED BORROW (CY) CY 150.0000 4,800.00 0.000 0 056 MULCH CY 71.0000 10,650.00 0.000 0 057 PLANT (GROUP F) EA 1.4200 14,200.00 0.000 0 058 MAINTAIN EXISTING PLANTED AREAS LS 34,300.0000 34,300.00 0.100 3,430.00 0.150 5,145 059 PLANT ESTABLISHMENT WORK LS 13,500.0000 13,500.00 0.000 0 060 CHECK AND TEST EXISTING IRRIGATION LS 1,870.0000 1,870.00 0.500 935 FACILITIES 061 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,300.0000 8,300.00 0.000 0 062 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 0.000 0 073 CLASS 2 AGGREGATE SUBBASE CY 31.0000 59,520.00 835.000 25,885 074 CLASS 2 AGGREGATE BASE (CY) CY 24.0000 39,600.00 250.000 6,000.00 250.000 6,000 075 LEAN CONCRETE BASE RAPID SETTING CY 455.0000 72,800.00 102.000 46,410 076 ASPHALTIC EMULSION (FOG SEAL COAT) TON 800.0000 55,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 147,630.00 388.920 25,863.18 388.920 25,863 078 HOT MIX ASPHALT (OPEN GRADED) TON 88.0000 112,640.00 444.020 39,073.76 1,273.560 112,073 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.4000 3,758,400.00 4,248.270 367,050.53 28,391.620 2,453,035 080 DATA CORE LS 22,000.0000 22,000.00 0.350 7,700 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1400 763.80 670.000 763.80 670.000 763 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1400 36,138.00 17,267.000 19,684.38 17,267.000 19,684 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1400 1,231.20 1,083.000 1,234.62 1,083.000 1,234 084 TACK COAT TON 600.0000 96,000.00 20.300 12,180.00 69.890 41,934 085 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 470.0000 169,200.00 234.000 109,980 086 SEAL PAVEMENT JOINT LF 8.7000 29,319.00 0.000 0 087 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 675.0000 303,750.00 137.300 92,677 088 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 0.000 0 090 GRIND EXISTING CONCRETE SQYD 2.7000 638,550.00 67,597.000 182,511 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 104,000.00 126.000 100,800 PILE (SIGN FOUNDATION) 093 AGGREGATE BASE (APPROACH SLAB) CY 338.4000 43,315.20 13.600 4,602.24 32.320 10,937 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 1,586,250.00 187.210 234,012 (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 46.310 7,872.70 123.185 20,941 097 CLEAN EXPANSION JOINT LF 13.5000 3,253.50 0.000 0 098 JOINT SEAL (MR 1") LF 44.0000 54,560.00 0.000 0 099 JOINT SEAL (MR 1 1/2") LF 112.0000 9,184.00 0.000 0 100 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 34,638.78 100,000.000 31,000 (F) PROGRAM CAS145 PAGE 5 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.8000 54,288.00 1,990.000 41,392 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 2,700.00 0.000 0 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6000 6,142.00 0.000 0 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2000 12,480.00 0.000 0 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.7000 2,057.00 0.000 0 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 7,360.00 0.000 0 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 340.0000 23,460.00 0.000 0 112 ROADSIDE SIGN - TWO POST EA 490.0000 5,880.00 0.000 0 113 INSTALL SIGN OVERLAY SQFT 10.4000 166.40 0.000 0 114 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.8000 16,458.00 0.000 0 115 INSTALL ROADSIDE SIGN PANEL ON EA 307.0000 614.00 0.000 0 EXISTING POST 116 INSTALL ROADSIDE SIGN EA 1,560.0000 1,560.00 0.000 0 (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 0.000 0 128 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 0.000 0 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 CURB RAMP DETECTABLE WARNING SURFACE SQFT 32.5000 5,525.00 0.000 0 133 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 0.000 0 135 GUARD RAILING DELINEATOR EA 17.0000 3,060.00 0.000 0 136 OBJECT MARKER (TYPE P) EA 177.0000 1,239.00 0.000 0 137 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.5000 81,090.00 0.000 0 138 PEDESTRIAN BARRICADE EA 1,040.0000 1,040.00 0.000 0 139 CONCRETE BARRIER LF 1,410.0000 16,920.00 0.000 0 (TRANSITION ANCHOR BLOCK) 140 CONCRETE BARRIER LF 144.0000 64,800.00 0.000 0 141 END ANCHOR ASSEMBLY (TYPE SFT) EA 570.0000 15,390.00 0.000 0 142 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 34,400.00 0.000 0 143 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,400.0000 51,000.00 0.000 0 144 CONCRETE BARRIER (TYPE 60) LF 57.0000 162,450.00 0.000 0 145 CONCRETE BARRIER (TYPE 60C) LF 77.0000 70,070.00 0.000 0 146 CONCRETE BARRIER (TYPE 60GC) LF 92.0000 24,840.00 0.000 0 147 CONCRETE BARRIER (TYPE 60GE) LF 286.0000 71,500.00 0.000 0 148 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 102,144.00 0.000 0 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 41,168.00 0.000 0 150 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 20,264.00 0.000 0 (BROKEN 12-3) 151 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0800 35,360.00 0.000 0 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 59,724.00 0.000 0 (BROKEN 36-12) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 2,583.00 0.000 0 (BROKEN 17-7) 154 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 35,360.00 0.000 0 (BROKEN 36-12) 155 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0600 13,146.00 0.000 0 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0400 19,032.00 0.000 0 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4400 47,336.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,040 SYSTEM ELEMENTS DURING CONSTRUCTION 159 SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.650 94,250 160 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 0.100 24,100.00 0.100 24,100 162 MODIFY SIGNAL LS 73,000.0000 73,000.00 0.000 0 163 MODIFY LIGHTING AND SIGN ILLUMINATION LS 62,000.0000 62,000.00 0.790 48,980 PROGRAM CAS145 PAGE 8 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0L74U4 TIME 10:48 AM ESTIMATE NO. 010 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 12/20/14 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 675,050.88 6,396,781.63 ADJUSTMENT OF COMPENSATION 0.00 27,000.16 EXTRA WORK 12,468.77 27,245.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 687,519.65 6,451,027.19 164 MOBILIZATION LS 230,000.0000 230,000.00 0.950 218,500 ORIGINAL CONTRACT AMOUNT 14,678,599.55 TOTAL WORK COMPLETED 687,519.65 6,669,527.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -26.18 TOTAL 687,519.65 6,669,501.01 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 11/02/16 174 68 0 0 43% 27% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/14