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 02/10/21 EST. NO. 048 TIME 12:35 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/10/21 EST. NO. 048 TIME 12:35 PM 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 MISSING 2406 -190,185.51 020 MISSING 2406 190,185.51 021 MISSING 2406 OCTOBER -11,190.00 032 MISSING 2406 OCTOBER 11,190.00 034 MATERIALS FROM 1K520 -15,000.00 046 0.00 -15,000.00 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 DELINQ & INADEQ CPRS -10,000.00 015 DELINQ CPR -5,000.00 016 DELINQ CPR 5,000.00 017 DELINQ & INADEQ CPR 10,000.00 018 DELINQ CPR'S 10,000.00 018 DELINQ CPRS -10,000.00 020 DELINQ/INADEQUATCPR -10,000.00 028 MISSING DOCS AND CPR -10,000.00 034 DELINQ CPR 10,000.00 037 DELINQ/INADEQ CPR 10,000.00 037 DELINQ CPR 10,000.00 038 DELINQ/INADEQ CPR -1,000.00 043 DELINQ/INADEQ CPR 1,000.00 047 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 LOCATION FINAL 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 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,050.0000 922,500.00 482.000 988,100 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 1.000 175,000 006 TYPE III BARRICADE EA 300.0000 6,000.00 20.000 6,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 7,660.00 16,866.000 16,866 008 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 2.000 24,000 010 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 1.000 55,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 13.000 6,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 3,250.00 4.000 500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 MOVE-IN/MOVE-OUT EA 800.0000 16,000.00 20.000 16,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 90,000.00 248,836.980 124,418 019 TEMPORARY SOIL BINDER SQYD 0.1000 1,000.00 0.000 0 020 TEMPORARY COVER SQYD 3.2500 16,250.00 995.500 3,235 021 TEMPORARY CHECK DAM LF 12.0000 38,400.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 14,800.00 28.000 11,200 PROGRAM CAS145 PAGE 2 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,696.710 219,135 024 TEMPORARY GRAVEL BAG BERM LF 10.0000 40,000.00 2,809.000 28,090 025 TEMPORARY SILT FENCE LF 7.0000 69,090.00 9,219.410 64,535 026 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 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 2,500.000 32,500 031 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 15.000 1,500 034 REMOVE OVERSIDE DRAIN EA 600.0000 3,600.00 7.000 4,200 035 REMOVE PIPE (LF) LF 34.0000 30,600.00 1,167.000 39,678 036 REMOVE BASE AND SURFACING CY 11.0000 124,300.00 11,236.660 123,603 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 6,100.00 515.500 5,155 038 REMOVE CONCRETE (CY) CY 125.0000 2,500.00 20.000 2,500 039 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 040 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 1.000 300,000 041 DUST PALLIATIVE LS 45,000.0000 45,000.00 1.000 45,000 042 ROADWAY EXCAVATION CY 4.2500 3,276,750.00 789,843.000 3,356,832 043 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 2.5000 467,500.00 9,042.490 22,606 044 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 104,700.00 698.000 104,700 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 35,750.00 650.000 35,750 (F) 048 DITCH EXCAVATION CY 12.0000 31,200.00 4,750.000 57,000 049 PLANT (GROUP M) EA 3.6500 216,080.00 59,200.000 216,080 PROGRAM CAS145 PAGE 3 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 40,000 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 20,000.00 20.000 20,000 052 DUFF ACRE 1,300.0000 66,300.00 8.000 10,400 053 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0500 109,500.00 2,913,121.000 145,656 054 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 213,200.00 686,723.000 274,689 055 HYDROMULCH SQFT 0.0200 43,800.00 2,959,749.000 59,194 056 FIBER ROLLS LF 3.0000 124,500.00 59,680.500 179,041 057 COMPOST SQFT 0.1700 372,300.00 2,655,736.000 451,475 058 INCORPORATE MATERIALS SQFT 0.0500 109,500.00 1,995,610.000 99,780 059 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 408,000.00 10,208.370 408,334 060 PRIME COAT TON 500.0000 21,500.00 41.570 20,785 061 HOT MIX ASPHALT (TYPE A) TON 69.0000 1,173,000.00 19,082.380 1,316,684 062 SHOULDER RUMBLE STRIP STA 12.0000 2,040.00 198.940 2,387 (HMA,GROUND-IN INDENTATIONS) 063 CENTERLINE RUMBLE STRIP (HMA, GROUND- STA 12.0000 1,116.00 101.470 1,217 IN-INDENTATIONS) 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,000.00 1,211.000 2,422 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,320.00 5,823.000 11,646 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 3,700.00 2,011.000 4,022 067 PLACE HOT MIX ASPHALT SQYD 19.0000 73,910.00 3,702.000 70,338 (MISCELLANEOUS AREA) 068 TACK COAT TON 800.0000 4,000.00 6.350 5,080 069 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 1.000 340,000 075 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 4,202.000 2,647,260 (F) PROGRAM CAS145 PAGE 4 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 225,000.00 300.000 225,000 (F) (TYPE N) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 655.0000 189,950.00 233.430 152,896 (F) 080 RANDOM BOULDER TEXTURE SQFT 25.0000 47,550.00 1,902.000 47,550 (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 80.000 19,600 083 JOINT SEAL (MR 2") LF 115.0000 18,400.00 162.000 18,630 084 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 656,008.50 937,155.000 656,008 (F) 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 668,902.00 668,902.000 668,902 (F) (BRIDGE) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,428.00 381.500 6,485 (0.063"-UNFRAMED) 088 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 52.000 13,000 089 PREPARE AND STAIN CONCRETE SQFT 1.0000 80,612.00 83,466.000 83,466 090 18" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 128.000 15,360 091 24" ALTERNATIVE PIPE CULVERT LF 122.0000 107,360.00 800.000 97,600 092 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 61,250.00 639.700 79,962 095 24" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 114,000.00 592.000 118,400 096 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 40,500.00 153.000 41,310 102 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 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 PIPE ARCH (.138" THICK) 105 18" ENTRANCE TAPER EA 300.0000 1,800.00 6.000 1,800 106 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 37,760.00 236.000 37,760 107 18" STEEL FLARED END SECTION EA 105.0000 945.00 9.000 945 108 24" STEEL FLARED END SECTION EA 150.0000 750.00 5.000 750 109 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 43,000.00 249.300 24,930 (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 87,750.00 610.000 39,650 (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 53.000 3,180 (F) (CY) 117 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 6.0000 17,700.00 1,405.600 8,433 118 MISCELLANEOUS IRON AND STEEL LB 1.0000 24,200.00 25,506.000 25,506 (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 20,633.000 103,165 121 16' WIRE MESH GATE EA 2,000.0000 12,000.00 5.000 10,000 122 24' FOREST SERVICE GATE EA 7,200.0000 21,600.00 1.000 7,200 123 MILEPOST MARKER EA 60.0000 1,020.00 18.000 1,080 124 OBJECT MARKER (TYPE P) EA 60.0000 60.00 1.000 60 125 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.0000 76,720.00 2,575.000 72,100 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.0000 98,050.00 2,157.000 79,809 127 CABLE RAILING LF 26.0000 7,800.00 761.450 19,797 (F) 128 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 40,700.00 11.000 40,700 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 39,000.00 17.000 66,300 130 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500 PROGRAM CAS145 PAGE 6 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,431.000 200,340 (F) 132 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 160.0000 157,760.00 986.000 157,760 (F) 133 CONCRETE BARRIER (TYPE 742B) LF 155.0000 35,650.00 230.000 35,650 (F) 134 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 16,650.00 36,416.000 18,208 (SPRAYABLE) 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 540.00 412.000 1,236 136 PAVEMENT MARKER EA 11.0000 10,230.00 858.000 9,438 (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 360,000.00 277.000 332,400 141 NATURAL RESOURCE PROTECTION PLAN LS 18,000.0000 18,000.00 1.000 18,000 142 STRUCTURAL CONCRETE, HEADWALL CY 1,300.0000 377,000.00 468.260 608,738 (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 52,485.000 104,970 (F) 145 STAIN GALVANIZED SURFACE LS 40,000.0000 40,000.00 1.000 40,000 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 148 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 24,720.00 30,900.000 24,720 (F) PROGRAM CAS145 PAGE 7 DATE 02/10/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q3004 TIME 12:35 PM ESTIMATE NO. 048 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 04/30/20 R.E. NAME: BENJAMIN, AMGAD DATE OF THIS ESTIMATE 02/10/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 19,348,556.92 ADJUSTMENT OF COMPENSATION 0.00 248,008.96 EXTRA WORK 0.00 2,417,833.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 22,014,399.37 149 MOBILIZATION LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 ORIGINAL CONTRACT AMOUNT 21,379,324.50 TOTAL WORK COMPLETED 0.00 24,114,399.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 0.00 24,099,399.37 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/06/16 700 07/05/16 06/30/16 04/30/20 482 527 32 0 100% 100% BENJAMIN, AMGAD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/10/21