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 05/18/18 EST. NO. 011 TIME 11:50 AM R.E. NAME: HADDADIN, HAIDAR 06-342534 --------------------------------------------------------------------------- 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 0008 982.62 E.W. @ F.A.(+) 102317 Y 0020.0 0009 982.62 102417 Y 0021.0 0010 1,014.95 102517 Y 0022.0 0011 982.62 102617 Y 0023.0 0012 1,014.95 102717 Y 0024.0 0016 173.18 120117 Y 0041.0 002 0006 750.00 E.W. @ F.A.(+) 050918 N 04 0 0007 4,725.00 051818 N 06 0 009 0004-1 -33,000.00 E.W. @ F.A.(+) 041918 N 04 0 DAO CORRECTING ENTRY 010 0010 1,415.91 E.W. @ F.A.(+) 022018 Y 0060.0 0014 3,176.43 030618 Y 0070.0 023 0001 33,000.00 E.W. @ F.A.(+) 041918 N 03 0 15,218.28 TOTAL THIS ESTIMATE 821,803.82 TOTAL PREVIOUS ESTIMATE 837,022.10 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 05/18/18 EST. NO. 011 TIME 11:50 AM R.E. NAME: HADDADIN, HAIDAR 06-342534 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CPM SUBMITTALS -394,698.00 009 REL CPM SUB DEDUCT 176,034.00 010 REL CPM SUB DEDUCT 218,664.00 011 218,664.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 MISSING PAYROLL -10,000.00 006 REC'D PAYROLL EST.03 5,000.00 008 0.00 -10,000.00 TOTAL DEDUCTIONS 218,664.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 LOCATION PROGRESS ESTIMATE 06-FRE-180-R74.1/R78.6 ----------------- SECURITY PAVING COMPANY, INC. NEAR CENTERVILLE AND MINKLER, FROM 13170 TELFAIR AVE WEST OF SMITH AVENUE TO EAST OF SYLMAR CA 91342 FRANKWOOD AVENUE FED. AID NO. ACNH-S180(59)E 2C TO 4E ON NEW ALIGNMENT KINGS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.250 1,875.00 0.500 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,900.0000 2,695,000.00 20.000 98,000.00 210.000 1,029,000 004 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.631 24,924 005 TRAFFIC CONTROL SYSTEM LS 168,000.0000 168,000.00 0.036 6,048.00 0.381 64,008 006 TYPE III BARRICADE EA 75.0000 25,500.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 11,250.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.036 720.00 0.382 7,640 009 TEMPORARY RAILING (TYPE K) LF 25.0000 12,000.00 0.000 0 010 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.036 2,880.00 0.382 30,560 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.590 1,770 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 013 MOVE-IN/MOVE-OUT EA 425.0000 5,100.00 1.000 425 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 90,000.00 60,984.000 36,590 (BONDED FIBER MATRIX) 015 TEMPORARY SOIL BINDER SQYD 0.2200 33,000.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 15,950.00 8.000 2,200.00 10.000 2,750 017 TEMPORARY FIBER ROLL LF 2.8500 68,400.00 6,204.000 17,681 018 TEMPORARY SILT FENCE LF 3.0000 28,500.00 6,331.000 18,993 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 12.000 38,400 020 STREET SWEEPING LS 282,000.0000 282,000.00 0.036 10,152.00 0.272 76,704 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.036 1,440.00 0.381 15,240 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 400.0000 19,200.00 6.000 2,400.00 37.000 14,800 PROGRAM CAS145 PAGE 2 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY MONITORING REPORT EA 1,500.0000 9,000.00 1.000 1,500 024 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 430,000.0000 430,000.00 0.850 365,500 025 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 4.2500 96,050.00 16,330.000 69,402 027 TREATED WOOD WASTE LB 0.2800 9,100.00 0.000 0 028 ABANDON CULVERT (LF) LF 20.0000 2,200.00 0.000 0 029 DESTROY WELL EA 7,500.0000 67,500.00 6.000 45,000 030 REMOVE FENCE LF 2.6500 117,395.00 33,145.000 87,834 031 REMOVE GATE EA 265.0000 10,335.00 12.000 3,180 032 REMOVE GUARDRAIL LF 8.5000 17,680.00 0.000 0 033 REMOVE FLARED END SECTION EA 320.0000 2,880.00 0.000 0 034 REMOVE IRRIGATION FACILITY LS 133,000.0000 133,000.00 0.478 63,574 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 9,540.00 0.000 0 036 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 2,190.00 0.000 0 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 342.00 0.000 0 038 REMOVE PAVEMENT MARKER EA 1.0500 157.50 0.000 0 039 REMOVE ROADSIDE SIGN EA 55.0000 330.00 0.000 0 040 REMOVE CULVERT (LF) LF 31.0000 57,040.00 0.000 0 041 REMOVE INLET EA 1,570.0000 10,990.00 0.000 0 042 REMOVE HEADWALL EA 1,220.0000 3,660.00 2.000 2,440 043 REMOVE BASE AND SURFACING CY 10.8000 74,952.00 0.000 0 044 RELOCATE MAILBOX EA 750.0000 24,000.00 0.000 0 045 RELOCATE FENCE LF 30.0000 3,600.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3500 44,685.00 0.000 0 047 REMOVE CONCRETE (CY) CY 150.0000 8,400.00 0.000 0 048 SAND BACKFILL CY 160.0000 2,080.00 0.000 0 049 BRIDGE REMOVAL, LOCATION A LS 191,000.0000 191,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL, LOCATION B LS 82,000.0000 82,000.00 1.000 82,000 051 CLEARING AND GRUBBING (LS) LS 650,000.0000 650,000.00 0.950 617,500 052 DEVELOP WATER SUPPLY LS 95,000.0000 95,000.00 0.036 3,420.00 0.382 36,290 053 DUST PALLIATIVE LS 47,500.0000 47,500.00 0.036 1,710.00 0.379 18,002 054 ROADWAY EXCAVATION CY 8.0000 1,752,000.00 88,051.000 704,408 055 SHOULDER BACKING TON 39.0000 297,570.00 0.000 0 056 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 6,192.00 0.000 0 (F) 057 STRUCTURE EXCAVATION (TYPE A) CY 140.0000 1,141,280.00 2,965.800 415,212 (F) 058 GRAVEL BACKFILL CY 90.6000 35,334.00 0.000 0 059 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 141,174.00 1,268.400 58,346 (F) 060 IMPORTED BORROW (CY) CY 13.6000 6,310,400.00 12,337.140 167,785.10 119,935.920 1,631,128 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 890.0000 8,010.00 0.000 0 062 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 890.0000 20,470.00 0.000 0 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9100 31,031.00 0.000 0 064 HYDROMULCH SQFT 0.0200 110,000.00 0.000 0 065 STRAW SQFT 0.0200 109,400.00 0.000 0 066 HYDROSEED SQFT 0.0400 220,000.00 0.000 0 067 CLASS 2 AGGREGATE SUBBASE CY 34.7000 1,422,700.00 6,637.400 230,317 068 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 1,192,400.00 2,409.860 106,033 069 LEAN CONCRETE BASE CY 91.5000 2,196,000.00 0.000 0 070 HOT MIX ASPHALT (TYPE A) TON 69.0000 2,973,900.00 2,614.860 180,425 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 1,440.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 6,180.00 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 15.7500 35,595.00 0.000 0 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 17,000.00 2.500 1,250 075 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 8,495,200.00 0.000 0 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 292,000.0000 292,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL COURSE CONCRETE CY 180.0000 255,060.00 69.700 12,546 078 STRUCTURAL CONCRETE CY 515.0000 85,490.00 15.000 7,725.00 100.000 51,500 (F) 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 435.0000 380,190.00 78.300 34,060.50 671.700 292,189 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 2,128,580.00 98.200 69,722.00 1,315.500 934,005 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 680.0000 349,520.00 0.000 0 (F) (TYPE N MODIFIED) 082 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 1,995,000.00 3,395.000 1,697,500 (F) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,980.0000 227,700.00 6.300 12,474.00 24.210 47,935 (F) 084 DRILL AND BOND DOWEL LF 38.0000 9,348.00 0.000 0 085 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 385,000.00 0.000 0 WIDE FLANGE GIRDER (80'-90') 086 ERECT PRECAST PRESTRESSED CONCRETE EA 3,700.0000 40,700.00 0.000 0 (F) GIRDER 087 JOINT SEAL (MR 1/2") LF 45.0000 9,000.00 0.000 0 088 JOINT SEAL (MR 1 1/2") LF 100.0000 47,300.00 0.000 0 089 JOINT SEAL (MR 2") LF 100.0000 8,400.00 0.000 0 090 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 1,064,813.20 19,795.000 21,774.50 263,677.000 290,044 (F) 091 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1000 1,063,367.80 3,490.000 3,839.00 814,823.000 896,305 (F) 092 HEADED BAR REINFORCEMENT EA 44.0000 1,936.00 44.000 1,936 (F) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1000 11,312.00 0.000 0 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 5,618.00 0.000 0 (0.080"-UNFRAMED) 095 ROADSIDE SIGN - ONE POST EA 240.0000 38,400.00 0.000 0 096 ROADSIDE SIGN - TWO POST EA 345.0000 5,865.00 0.000 0 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4000 962.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 960.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,870.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 100 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3500 1,435.50 0.000 0 101 CONCRETE BACKFILL (PIPE TRENCH) CY 152.0000 132,696.00 823.100 125,111 (F) PROGRAM CAS145 PAGE 5 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 12" REINFORCED CONCRETE PIPE LF 83.0000 26,560.00 320.000 26,560 (CLASS V, RUBBER GASKET JOINT) 103 18" REINFORCED CONCRETE PIPE LF 74.0000 88,060.00 0.000 0 (CLASS V, RUBBER GASKET JOINT) 104 24" REINFORCED CONCRETE PIPE LF 85.0000 171,700.00 3,032.400 257,754 (CLASS V, RUBBER GASKET JOINT) 105 30" REINFORCED CONCRETE PIPE LF 107.0000 121,980.00 1,063.000 113,741 (CLASS V, RUBBER GASKET JOINT) 106 36" REINFORCED CONCRETE PIPE LF 171.0000 59,850.00 340.000 58,140 (CLASS V, RUBBER GASKET JOINT) 107 18" REINFORCED CONCRETE PIPE LF 72.0000 94,320.00 614.400 44,236 (CLASS III, RUBBER GASKET JOINT) 108 24" REINFORCED CONCRETE PIPE LF 89.0000 898,900.00 2,676.000 238,164 (CLASS III, RUBBER GASKET JOINT) 109 36" REINFORCED CONCRETE PIPE LF 167.0000 118,570.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 110 48" REINFORCED CONCRETE PIPE LF 235.0000 528,750.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 111 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 87.0000 12,180.00 0.000 0 112 12" ALTERNATIVE ENTRANCE TAPER EA 425.0000 850.00 0.000 0 113 18" STEEL FLARED END SECTION EA 425.0000 14,025.00 0.000 0 114 24" STEEL FLARED END SECTION EA 530.0000 46,110.00 0.000 0 115 36" STEEL FLARED END SECTION EA 1,275.0000 10,200.00 0.000 0 116 48" STEEL FLARED END SECTION EA 2,120.0000 46,640.00 0.000 0 117 36" PRECAST CONCRETE PIPE INLET LF 1,615.0000 3,714.50 0.000 0 118 48" STANDPIPE LF 745.0000 17,880.00 32.000 23,840 119 INLET DEPRESSION EA 1,430.0000 78,650.00 0.000 0 120 CONCRETE (CHANNEL LINING) CY 485.0000 198,850.00 0.000 0 121 ROCK SLOPE PROTECTION CY 107.0000 311,370.00 0.000 0 (F) (1/4 T, CLASS V, METHOD B) (CY) 122 ROCK SLOPE PROTECTION CY 107.0000 55,854.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 123 ROCK SLOPE PROTECTION CY 112.0000 93,184.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 124 ROCK SLOPE PROTECTION CY 164.0000 113,160.00 17.800 2,919 (20 LB, CLASS I, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.5000 19,670.00 73.000 255 126 MINOR CONCRETE (CURB) (CY) CY 600.0000 12,000.00 0.000 0 127 MISCELLANEOUS IRON AND STEEL LB 2.1500 30,342.95 1,912.000 4,110.80 1,987.000 4,272 (F) 128 CHAIN LINK FENCE (TYPE CL-6) LF 12.5000 526,250.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 SURVEY MONUMENT (TYPE A) EA 1,000.0000 120,000.00 0.000 0 130 DELINEATOR (CLASS 1) EA 37.0000 5,920.00 0.000 0 131 OBJECT MARKER (TYPE K) EA 69.0000 690.00 0.000 0 132 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 81,260.00 0.000 0 133 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 381,150.00 0.000 0 134 TUBULAR HANDRAILING LF 43.5000 122,539.50 0.000 0 (F) 135 TUBULAR HANDRAILING (MODIFIED) LF 52.0000 36,972.00 0.000 0 (F) 136 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 44.5000 33,375.00 0.000 0 (STEEL POST) 137 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 58.3000 35,563.00 0.000 0 138 TRANSITION RAILING (TYPE DTB) EA 6,100.0000 12,200.00 0.000 0 139 TRANSITION RAILING (TYPE WB-31) EA 5,670.0000 136,080.00 0.000 0 140 END CAP (TYPE A) EA 610.0000 610.00 0.000 0 141 END ANCHOR ASSEMBLY (TYPE SFT) EA 930.0000 6,510.00 0.000 0 142 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,445.0000 75,790.00 0.000 0 143 ALTERNATIVE CRASH CUSHION EA 7,685.0000 53,795.00 0.000 0 144 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 71.0000 213,213.00 0.000 0 (F) 145 CONCRETE BARRIER (TYPE 732) LF 73.0000 23,360.00 0.000 0 (F) 146 CONCRETE BARRIER TRANSITION LF 460.0000 3,220.00 0.000 0 (F) 147 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 55,870.00 0.000 0 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 510.40 0.000 0 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,820.00 0.000 0 150 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4500 26,806.50 0.000 0 151 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 45.90 0.000 0 (BROKEN 6-1) 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 796.50 0.000 0 (BROKEN 12-3) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 1,182.60 0.000 0 (BROKEN 36-12) 154 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 12,469.00 0.000 0 155 TRAFFIC STRIPE (TAPE) LF 5.3000 302,630.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6500 2,464.50 0.000 0 157 12" RUMBLE STRIP STA 34.5000 2,208.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 158 12" RUMBLE STRIP STA 112.0000 77,280.00 0.000 0 (CONCRETE PAVEMENT) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 14,025.00 0.000 0 160 LIGHTING SYSTEM LS 425,000.0000 425,000.00 0.000 0 161 SIGNAL AND LIGHTING SYSTEM LS 370,000.0000 370,000.00 0.000 0 162 TRAFFIC MONITORING STATION SYSTEM LS 276,000.0000 276,000.00 0.000 0 163 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 0.000 0 164 CLOSED CIRCUIT TELEVISION SYSTEM LS 64,000.0000 64,000.00 0.000 0 165 ROADSIDE WEATHER INFORMATION SYSTEM LS 106,000.0000 106,000.00 0.000 0 166 REMOVING EXISTING ELECTRICAL SYSTEM LS 2,150.0000 2,150.00 0.000 0 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 1,910,610.00 0.000 0 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 8 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 11:50 AM ESTIMATE NO. 011 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: HADDADIN, HAIDAR DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 452,335.90 11,225,537.47 ADJUSTMENT OF COMPENSATION 0.00 768,647.00 EXTRA WORK 15,218.28 68,375.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 467,554.18 12,062,559.57 169 MOBILIZATION LS 2,950,000.0000 2,950,000.00 0.950 2,802,500 ORIGINAL CONTRACT AMOUNT 52,635,542.35 TOTAL WORK COMPLETED 467,554.18 14,865,059.57 MATERIALS ON HAND ON SITE 337,686.20 DEDUCTIONS 218,664.00 -10,000.00 TOTAL 686,218.18 15,192,745.77 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 04/26/17 550 07/10/17 06/26/17 09/30/19 210 14 0 0 27% 38% PROGRESS IS SATISFACTORY HADDADIN, HAIDAR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/18/18