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 07/27/17 EST. NO. 013 TIME 08:36 AM R.E. NAME: BENJAMIN, AMGAD 08-0Q3004 --------------------------------------------------------------------------- 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 0053 196.77 E.W. @ F.A.(+) 052617 N 0157.0 0054 126.62 042817 N 0148.0 0055 101.30 050317 N 0152.0 0056 994.72 042817 N 0149.0 0057 491.91 060517 N 0159.0 0058 245.96 050417 N 0153.0 0059 547.82 053117 N 0158.0 0060 976.73 050117 N 0150.0 0061 98.39 052417 N 0156.0 0062 956.80 050217 N 0151.0 0063 216.52 051817 N 0155.0 0064 1,190.09 031517 N 0147.0 0065 3,746.13 032117 N 0162.0 002 0008 825.00 E.W. @ F.A.(+) 040417 N 0164.0 0009 750.00 040417 N 0165.0 0010 750.00 040417 N 0167.0 0011 825.00 071217 N 0171.0 0012 750.00 071217 N 0172.0 0013 750.00 071217 N 0173.0 003 0006 325.00 E.W. @ F.A.(+) 050317 N 0168.0 0007 325.00 062317 N 0169.0 0008 2,974.32 062817 N 0170.0 007 0023 1,411.23 E.W. @ F.A.(+) 021317 N 0063.0 008 0003 180.90 E.W. @ F.A.(+) 051717 N 0154.0 0004 554.58 060817 N 0160.0 0005 1,413.33 030217 N 0161.0 009 0001 17,596.16 E.W. @ L.S.(+) 052517 N 0106.0 011 0001 613.36 E.W. @ F.A.(+) 011817 N 0085.0 012 0001 666.83 E.W. @ F.A.(+) 032617 N 0098.0 0002 3,612.88 041917 N 0099.0 0011 3,042.90 061217 N 0144.0 0012 3,034.51 050217 N 0135.0 0013 2,189.69 041717 N 0131.0 0014 4,536.13 051217 N 0139.0 0015 3,513.45 052317 N 0143.0 0016 3,312.85 051517 N 0140.0 0017 1,017.09 050117 N 0134.0 0018 2,145.17 041317 N 0130.0 0019 5,471.89 052217 N 0142.0 0020 1,596.61 050817 N 0137.0 0021 4,175.39 061417 N 0146.0 0022 3,312.85 050317 N 0136.0 0023 5,027.89 061317 N 0145.0 0024 2,918.41 051117 N 0138.0 0025 1,559.27 051617 N 0141.0 0026 3,029.83 042017 N 0132.0 0027 2,239.33 042117 N 0133.0 96,336.61 TOTAL THIS ESTIMATE 200,906.94 TOTAL PREVIOUS ESTIMATE 297,243.55 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 07/27/17 EST. NO. 013 TIME 08:36 AM R.E. NAME: BENJAMIN, AMGAD 08-0Q3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE REPORTING -11,756.25 003 DBE REPORTING 11,756.25 004 0.00 0.00 LABOR COMPLIANCE VIOLATION DELINQ SEPTEMBER CPR -10,000.00 004 DELINQ SEPTEMBER CPR 10,000.00 005 INADEQ CPR'S -3,000.00 007 DELINQ JAN CPR'S -6,000.00 008 DELINQ & INADEQ CPR -10,000.00 009 DELINQ & INADEQ CPR 10,000.00 010 DELINQ JAN CPR'S 6,000.00 010 DELINQ CPR'S -8,000.00 011 DELINQ CPR'S 8,000.00 013 DELINQ CPR'S -10,000.00 013 INADEQ CPR'S 3,000.00 013 1,000.00 -10,000.00 TOTAL DEDUCTIONS 1,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 LOCATION PROGRESS ESTIMATE 08-SBD-138-17.1/19.2 ----------------- SKANSKA USA CIVIL WEST NEAR HESPERIA FROM 1.9 MI E/O RTE CALIFORNIA DISTRICT INC. 15 TO 0.1 MI W/O SUMMIT POST OFFICE 1995 AGUA MANSA ROAD ROAD RIVERSIDE CA 92509 FED. AID NO. HSNH-P ( ) ,P138-055 (E ) REALIGN AND CONSTRUCT TWO LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.050 250.00 0.370 1,850 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,050.0000 922,500.00 21.000 43,050.00 159.000 325,950 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000 005 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.050 8,750.00 0.400 70,000 006 TYPE III BARRICADE EA 300.0000 6,000.00 20.000 6,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 7,660.00 15,366.000 15,366 008 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 7,200.00 118.000 7,080 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 12,000.0000 24,000.00 0.050 600.00 1.200 14,400 010 TEMPORARY RAILING (TYPE K) LF 34.0000 68,000.00 2,080.000 70,720 011 TEMPORARY CRASH CUSHION EA 700.0000 9,800.00 14.000 9,800 012 JOB SITE MANAGEMENT LS 55,000.0000 55,000.00 0.050 2,750.00 0.500 27,500 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.560 1,400 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 9.000 4,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 3,250.00 2.000 250 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 017 MOVE-IN/MOVE-OUT EA 800.0000 16,000.00 8.000 6,400 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 90,000.00 42,622.000 21,311.00 120,461.980 60,230 019 TEMPORARY SOIL BINDER SQYD 0.1000 1,000.00 0.000 0 020 TEMPORARY COVER SQYD 3.2500 16,250.00 0.000 0 021 TEMPORARY CHECK DAM LF 12.0000 38,400.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 14,800.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.5000 297,000.00 7,960.000 35,820.00 32,490.710 146,208 024 TEMPORARY GRAVEL BAG BERM LF 10.0000 40,000.00 2,125.000 21,250 025 TEMPORARY SILT FENCE LF 7.0000 69,090.00 7,227.410 50,591 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 24,000.00 1.000 4,000 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 TEMPORARY FENCE (TYPE ESA) LF 4.0000 39,480.00 300.000 1,200.00 9,369.000 37,476 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 2,400.00 0.000 0 STRIPE (HAZARDOUS WASTE) 030 REMOVE FENCE LF 13.0000 1,170.00 1,900.000 24,700 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,200.00 0.000 0 032 REMOVE PAVEMENT MARKER EA 1.0000 60.00 0.000 0 033 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,800.00 0.000 0 034 REMOVE OVERSIDE DRAIN EA 600.0000 3,600.00 2.000 1,200 035 REMOVE PIPE (LF) LF 34.0000 30,600.00 230.000 7,820 036 REMOVE BASE AND SURFACING CY 11.0000 124,300.00 2,371.850 26,090 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 6,100.00 0.000 0 038 REMOVE CONCRETE (CY) CY 125.0000 2,500.00 0.000 0 039 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.150 15,000.00 1.000 100,000 040 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 0.050 15,000.00 0.700 210,000 041 DUST PALLIATIVE LS 45,000.0000 45,000.00 0.050 2,250.00 0.450 20,250 042 ROADWAY EXCAVATION CY 4.2500 3,276,750.00 687,365.000 2,921,301 043 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 2.5000 467,500.00 8,005.490 20,013 044 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 99,375.00 1,325.000 99,375 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 11,000.00 500.000 11,000 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 104,700.00 60.000 9,000.00 60.000 9,000 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 35,750.00 0.000 0 (F) 048 DITCH EXCAVATION CY 12.0000 31,200.00 0.000 0 049 PLANT (GROUP M) EA 3.6500 216,080.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 20,000.00 1.000 1,000 052 DUFF ACRE 1,300.0000 66,300.00 0.000 0 053 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0500 109,500.00 174,180.000 8,709 054 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 213,200.00 174,194.000 69,677 055 HYDROMULCH SQFT 0.0200 43,800.00 176,989.000 3,539 056 FIBER ROLLS LF 3.0000 124,500.00 5,052.000 15,156 057 COMPOST SQFT 0.1700 372,300.00 173,865.000 29,557 058 INCORPORATE MATERIALS SQFT 0.0500 109,500.00 0.000 0 059 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 408,000.00 610.000 24,400 060 PRIME COAT TON 500.0000 21,500.00 3.900 1,950 061 HOT MIX ASPHALT (TYPE A) TON 69.0000 1,173,000.00 2,292.090 158,154 062 SHOULDER RUMBLE STRIP STA 12.0000 2,040.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 063 CENTERLINE RUMBLE STRIP (HMA, GROUND- STA 12.0000 1,116.00 0.000 0 IN-INDENTATIONS) 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,000.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,320.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 3,700.00 0.000 0 067 PLACE HOT MIX ASPHALT SQYD 19.0000 73,910.00 0.000 0 (MISCELLANEOUS AREA) 068 TACK COAT TON 800.0000 4,000.00 1.000 800 069 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 230.0000 95,680.00 416.000 95,680 070 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,310.0000 792,550.00 605.000 792,550 071 FURNISH PILING (CLASS 140) LF 24.0000 43,608.00 1,817.000 43,608 (ALTERNATIVE W MODIFIED) 072 DRIVE PILE (CLASS 140) EA 3,075.0000 221,400.00 72.000 221,400 (ALTERNATIVE W MODIFIED) 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 340,000.0000 340,000.00 0.000 0 075 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 30,600.00 102.000 30,600 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 630.0000 2,647,260.00 50.000 31,500.00 693.000 436,590 (F) PROGRAM CAS145 PAGE 4 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 90,000.00 200.000 90,000 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 225,000.00 0.000 0 (F) (TYPE N) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 655.0000 189,950.00 12.000 7,860.00 42.200 27,641 (F) 080 RANDOM BOULDER TEXTURE SQFT 25.0000 47,550.00 308.000 7,700.00 1,246.000 31,150 (F) 081 PTFE SPHERICAL BEARING EA 4,800.0000 38,400.00 8.000 38,400 082 JOINT SEAL ASSEMBLY (MR 4") LF 245.0000 19,600.00 0.000 0 083 JOINT SEAL (MR 2") LF 115.0000 18,400.00 0.000 0 084 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 656,008.50 144,578.000 101,204.60 792,036.000 554,425 (F) 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 668,902.00 37,759.000 37,759.00 37,759.000 37,759 (F) (BRIDGE) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,428.00 255.500 4,343 (0.063"-UNFRAMED) 088 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 24.000 6,000 089 PREPARE AND STAIN CONCRETE SQFT 1.0000 80,612.00 0.000 0 090 18" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 16.000 1,920 091 24" ALTERNATIVE PIPE CULVERT LF 122.0000 107,360.00 585.000 71,370 092 32" TEMPORARY CULVERT LF 100.0000 3,600.00 80.000 8,000 093 12" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 17,000.00 143.000 14,300 094 18" CORRUGATED STEEL PIPE (.109" THICK) LF 125.0000 61,250.00 0.000 0 095 24" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 114,000.00 48.000 9,600 096 36" CORRUGATED STEEL PIPE (.109" THICK) LF 155.0000 94,550.00 724.000 112,220 097 42" CORRUGATED STEEL PIPE (.109" THICK) LF 120.0000 36,000.00 404.000 48,480 098 48" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 31,500.00 311.000 46,650 099 54" CORRUGATED STEEL PIPE (.109" THICK) LF 155.0000 48,050.00 310.000 48,050 100 60" CORRUGATED STEEL PIPE (.109" THICK) LF 155.0000 69,750.00 450.000 69,750 101 72" CORRUGATED STEEL PIPE (.138" THICK) LF 270.0000 40,500.00 0.000 0 102 84" CORRUGATED STEEL PIPE (.138" THICK) LF 300.0000 78,000.00 260.000 78,000 103 90" CORRUGATED STEEL PIPE (.138" THICK) LF 320.0000 99,200.00 310.000 99,200 PROGRAM CAS145 PAGE 5 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 13'-2" X 11'-9" STRUCTURAL STEEL PLATE LF 950.0000 218,500.00 223.000 211,850.00 223.000 211,850 PIPE ARCH (.138" THICK) 105 18" ENTRANCE TAPER EA 300.0000 1,800.00 0.000 0 106 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 37,760.00 0.000 0 107 18" STEEL FLARED END SECTION EA 105.0000 945.00 0.000 0 108 24" STEEL FLARED END SECTION EA 150.0000 750.00 1.000 150 109 36" STEEL FLARED END SECTION EA 400.0000 1,200.00 3.000 1,200 110 42" STEEL FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400 111 48" STEEL FLARED END SECTION EA 850.0000 850.00 1.000 850 112 ROCK SLOPE PROTECTION CY 100.0000 43,000.00 42.000 4,200 (F) (FACING, METHOD B) (CY) 113 ROCK SLOPE PROTECTION CY 90.0000 7,650.00 0.000 0 (F) (NO. 3, METHOD B) (CY) 114 ROCK SLOPE PROTECTION (1T, METHOD B) CY 65.0000 87,750.00 235.000 15,275 (F) 115 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 80.0000 34,400.00 0.000 0 (F) (CY) 116 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 60.0000 54,000.00 21.000 1,260 (F) (CY) 117 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 6.0000 17,700.00 452.000 2,712 118 MISCELLANEOUS IRON AND STEEL LB 1.0000 24,200.00 651.200 651 (F) 119 ISOLATION CASING LB 6.2000 332,320.00 53,600.000 332,320 (F) 120 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 5.0000 104,000.00 0.000 0 121 16' WIRE MESH GATE EA 2,000.0000 12,000.00 0.000 0 122 24' FOREST SERVICE GATE EA 7,200.0000 21,600.00 0.000 0 123 MILEPOST MARKER EA 60.0000 1,020.00 0.000 0 124 OBJECT MARKER (TYPE P) EA 60.0000 60.00 1.000 60 125 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.0000 76,720.00 0.000 0 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.0000 98,050.00 0.000 0 127 CABLE RAILING LF 26.0000 7,800.00 0.000 0 (F) 128 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 40,700.00 0.000 0 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 39,000.00 0.000 0 130 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 140.0000 200,340.00 0.000 0 (F) 132 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 160.0000 157,760.00 0.000 0 (F) 133 CONCRETE BARRIER (TYPE 742B) LF 155.0000 35,650.00 0.000 0 (F) 134 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 16,650.00 0.000 0 (SPRAYABLE) 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 540.00 264.000 792 136 PAVEMENT MARKER EA 11.0000 10,230.00 0.000 0 (RETROREFLECTIVE-RECESSED) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 TREATED WOOD WASTE LB 1.0000 250.00 0.000 0 140 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,200.0000 360,000.00 179.000 214,800 141 NATURAL RESOURCE PROTECTION PLAN LS 18,000.0000 18,000.00 0.050 900.00 0.950 17,100 142 STRUCTURAL CONCRETE, HEADWALL CY 1,300.0000 377,000.00 5.000 6,500.00 135.800 176,540 (F) 143 CONCRETE SURFACE TEXTURE SQFT 30.0000 43,200.00 1,440.000 43,200 (F) 144 BAR REINFORCING STEEL LB 2.0000 59,800.00 12,852.000 25,704 (F) 145 STAIN GALVANIZED SURFACE LS 40,000.0000 40,000.00 0.000 0 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.250 5,000 148 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 24,720.00 30,900.000 24,720 (F) PROGRAM CAS145 PAGE 7 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 08:36 AM ESTIMATE NO. 013 BID OPENING 03/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 562,254.60 8,754,637.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 96,336.61 297,243.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 658,591.21 9,051,881.48 149 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.950 1,995,000 ORIGINAL CONTRACT AMOUNT 21,379,324.50 TOTAL WORK COMPLETED 658,591.21 11,046,881.48 MATERIALS ON HAND ON SITE 81,383.33 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -10,000.00 TOTAL 659,591.21 11,118,264.81 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 05/06/16 700 07/05/16 06/30/16 09/18/18 155 101 0 0 50% 22% PROGRESS IS SATISFACTORY BENJAMIN, AMGAD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/17