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 06/19/20 EST. NO. 012 TIME 08:21 AM R.E. NAME: MOHAMED, ASHRAF 08-0Q75U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0012 11,277.07 E.W. @ F.A.(+) 040720 N 0012 0 009 0013 34,189.22 E.W. @ F.A.(+) 101119 N 0014 0 0015 15,905.16 120319 N 0016 0 017 0003 91,651.56 A.C. @ U.P.(+) 021320 N 0003 0 028 0003 23,779.80 E.W. @ F.A.(+) 111319 N 0003 0 176,802.81 TOTAL THIS ESTIMATE 3,744,162.38 TOTAL PREVIOUS ESTIMATE 3,920,965.19 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 06/19/20 EST. NO. 012 TIME 08:21 AM R.E. NAME: MOHAMED, ASHRAF 08-0Q75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF LC -17,625.00 009 0.00 -17,625.00 LABOR COMPLIANCE VIOLATION DELINQ/INADEQ CPR'S -4,000.00 003 DELINQ&INADEQ CPR'S -10,000.00 004 DELINQ/INADEQ CPR'S 4,000.00 004 DELINQ/INADEQ CPR -10,000.00 005 DELINQ & INADEQ CPR -8,000.00 006 DELINQ&INADEQ CPR'S 10,000.00 006 DELINQ/INADEQ CPR 10,000.00 006 DELINQ & INADEQ CPR 8,000.00 007 DLQ & INQ CPRS -10,000.00 008 DLQ & INQ CPR'S 10,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 -17,625.00 PROGRAM CAS145 PAGE 1 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 LOCATION PROGRESS ESTIMATE 08-SBD-60-R4.6/R9.9 ----------------- 08-RIV-60-R0.0/12.2 J. MCLOUGHLIN ENGINEERING CO., 60/91/215 IC INC. IN ONTARIO FR EUCLID AVE IC TO RIV 10641 FULTON COURT CO LN & NEAR RIVERSIDE FROM SBD CO RANCHO CUCAMONGA CA 91730 LN TO COUNTRY VILLAGE RD & FROM 0.7 MILES W/O VALLEY WAY TO JCT FED. AID NO. ACHS-NHP0-6(14)9E REPLACEMENT OF TWO OUTSIDE LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.040 1,000.00 0.415 10,375 003 TIME-RELATED OVERHEAD (LS) LS 4,000,000.0000 4,000,000.00 0.040 160,000.00 0.419 1,676,000 004 DEVELOP WATER SUPPLY LS 55,000.0000 55,000.00 1.000 55,000 005 CONSTRUCTION AREA SIGNS LS 226,000.0000 226,000.00 0.500 113,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 76,800.00 5,088.000 30,528 007 TRAFFIC CONTROL SYSTEM LS 3,000,000.0000 3,000,000.00 0.040 120,000.00 0.415 1,245,000 008 TYPE III BARRICADE EA 50.0000 1,200.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 935,000.00 117,291.000 58,645.50 1,078,905.000 539,452 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 51,000.00 38.000 1,140.00 400.000 12,000 011 TEMPORARY PAVEMENT MARKER EA 4.0000 188,400.00 3,075.000 12,300.00 25,876.000 103,504 012 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,800.0000 39,600.00 0.000 0 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 60,000.0000 60,000.00 0.500 30,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 170,000.0000 170,000.00 0.040 6,800.00 0.415 70,550 015 TEMPORARY RAILING (TYPE K) LF 11.0000 3,304,400.00 22,800.000 250,800.00 129,755.000 1,427,305 016 TEMPORARY CRASH CUSHION MODULE EA 100.0000 147,000.00 133.000 13,300.00 672.000 67,200 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,600.0000 64,400.00 1.000 4,600 018 TEMPORARY TRAFFIC SCREEN LF 3.0000 901,200.00 8,120.000 24,360 019 JOB SITE MANAGEMENT LS 410,000.0000 410,000.00 0.040 16,400.00 0.415 170,150 020 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.750 6,000 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 34,000.00 3.000 1,500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 20,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 024 TEMPORARY SOIL BINDER SQYD 0.2500 4,500.00 7,843.000 1,960 025 TEMPORARY COVER SQYD 2.0000 14,000.00 0.000 0 026 TEMPORARY FIBER ROLL LF 5.0000 57,500.00 925.000 4,625 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0 028 TEMPORARY CONCRETE WASHOUT LS 270,000.0000 270,000.00 0.130 35,100 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 70,400.00 189,960.000 75,984 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.1700 51,170.00 65,240.000 11,090 031 NOISE MONITORING LS 9,000.0000 9,000.00 0.000 0 032 REMOVE CONCRETE (CY) CY 155.0000 18,600.00 14.700 2,278.50 64.100 9,935 033 CAP INLET (TEMPORARY) EA 200.0000 12,000.00 23.000 4,600 034 TEMPORARY HIGH-VISIBILITY FENCE LF 4.3000 35,561.00 8,500.000 36,550 035 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 0.500 17,500 036 ROADWAY EXCAVATION CY 36.0000 7,416,000.00 20,343.330 732,359.88 83,489.260 3,005,613 037 SHOULDER BACKING TON 70.0000 17,500.00 0.000 0 038 ROADSIDE CLEARING LS 50,000.0000 50,000.00 0.600 30,000 039 ROCK BLANKET SQFT 14.2500 1,141,425.00 27,945.790 398,227 040 CHECK AND TEST EXISTING IRRIGATION LS 53,000.0000 53,000.00 1.000 53,000 FACILITIES 041 CLASS 2 AGGREGATE SUBBASE CY 36.0000 3,186,000.00 8,250.070 297,002.52 29,870.070 1,075,322 042 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 1,432,800.00 4,727.360 170,184.96 13,135.050 472,861 043 LEAN CONCRETE BASE CY 145.0000 4,103,500.00 1,828.430 265,122.35 10,034.170 1,454,954 044 RAPID STRENGTH CONCRETE BASE CY 430.0000 1,560,900.00 208.010 89,444.30 3,327.700 1,430,911 045 LEAN CONCRETE BASE RAPID SETTING CY 220.0000 7,326,000.00 2,363.010 519,862.20 20,114.880 4,425,273 046 BASE BOND BREAKER SQYD 1.5000 601,500.00 12,053.670 18,080.51 189,049.500 283,574 047 PREPAVING INERTIAL PROFILER LS 18,150.0000 18,150.00 1.000 18,150 048 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 049 HOT MIX ASPHALT (TYPE A) TON 88.0000 6,600,000.00 47,259.560 4,158,841 PROGRAM CAS145 PAGE 3 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 2,810,000.00 8,437.800 843,780 051 DATA CORE LS 6,000.0000 6,000.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,535.00 1,140.000 1,710 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 79,050.00 31,180.000 46,770 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 12,195.00 3,179.000 4,768 055 TACK COAT TON 840.0000 394,800.00 184.390 154,887 056 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0000 13,650.00 1,759.000 8,795 057 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 88,600.00 55,693.000 55,693 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 624,250.00 74,377.880 204,539 059 REMOVE BASE AND SURFACING CY 37.5000 2,145,000.00 3,130.140 117,380.25 16,965.990 636,224 060 JOINTED PLAIN CONCRETE PAVEMENT CY 203.0000 20,909,000.00 7,601.980 1,543,201.94 34,794.330 7,063,248 061 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 19,056,000.00 5,480.840 1,315,401.60 49,969.230 11,992,615 (RSC) 062 DRILL AND BOND (DOWEL BAR) EA 28.0000 994,000.00 480.000 13,440.00 8,826.000 247,128 063 SPALL REPAIR (POLYESTER CONCRETE) SQYD 600.0000 270,000.00 731.610 438,966 064 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 440.0000 3,396,800.00 349.040 153,577.60 6,377.440 2,806,073 065 JOINT SEAL (PREFORMED COMPRESSION) LF 2.8000 1,293,600.00 0.000 0 066 REPLACE JOINT SEAL (SILICONE) LF 1.7000 911,200.00 0.000 0 067 ISOLATION JOINT SEAL (SILICONE) LF 1.7500 535,500.00 0.000 0 068 REMOVE CONCRETE PAVEMENT AND BASE CY 37.0000 4,551,000.00 12,739.380 471,357.06 81,936.520 3,031,651 069 GRIND EXISTING CONCRETE SQYD 4.9000 4,111,100.00 8,644.000 42,355.60 491,692.480 2,409,293 PAVEMENT 070 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 60,000.00 0.000 0 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 475,000.00 19.000 47,500.00 117.800 294,500 (F) 072 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 113,000.00 0.000 0 (F) 073 INSTALL SIGN STRUCTURE (TRUSS) LB 2.0000 45,200.00 0.000 0 (F) 074 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 8,000.00 2.000 8,000 075 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 978,000.00 0.000 0 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" SLOTTED CORRUGATED STEEL PIPE LF 115.0000 4,393,000.00 3,427.000 394,105.00 22,706.300 2,611,224 (.064" THICK) 078 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 0.000 0 079 MINOR CONCRETE (CURB) (LF) LF 15.0000 6,900.00 0.000 0 080 MINOR CONCRETE (PCC DIKE, TYPE C) LF 45.0000 38,700.00 0.000 0 081 MINOR CONCRETE (PCC DIKE, TYPE E) LF 18.0000 336,600.00 1,266.000 22,788.00 5,223.000 94,014 082 MINOR CONCRETE (PCC DIKE, TYPE F) LF 35.0000 102,200.00 0.000 0 083 DETECTABLE WARNING SURFACE SQFT 35.0000 52,150.00 895.000 31,325 084 MINOR CONCRETE (MISCELLANEOUS CY 4,000.0000 1,200.00 0.000 0 CONSTRUCTION) 085 MINOR CONCRETE (STAMPED CONCRETE) SQFT 14.0000 260,400.00 15,676.990 219,477 086 MINOR CONCRETE (CURB, SIDEWALK AND CY 800.0000 250,400.00 177.620 142,096 CURB RAMP) 087 REMOVE CURB LF 8.0000 3,680.00 455.000 3,640 088 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 45.0000 55,350.00 648.200 29,169 089 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 29,700.00 1,181.000 17,715 090 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 56,700.00 32.000 28,800 091 MISCELLANEOUS IRON AND STEEL LB 2.0000 194,400.00 8,802.000 17,604.00 56,994.000 113,988 (F) 092 REMOVE AND REPLACE MONUMENT EA 5,000.0000 325,000.00 0.000 0 093 CHAIN LINK FENCE (TYPE CL-6) LF 42.0000 12,600.00 0.000 0 094 8' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 3,100.00 0.000 0 095 REMOVE PAVEMENT MARKER EA 0.5000 33,100.00 1,127.000 563.50 24,090.000 12,045 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 91,350.00 1,145.000 4,007 097 REMOVE ROADSIDE SIGN EA 200.0000 4,000.00 18.000 3,600 098 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,350.00 0.000 0 099 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 3,250.00 0.000 0 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 2,750.00 0.000 0 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 16,000.00 0.000 0 (0.080"-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 400.0000 3,200.00 0.000 0 103 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 5 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL ROADSIDE SIGN PANEL ON EA 120.0000 1,920.00 0.000 0 EXISTING POST 105 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.5000 470,400.00 375.000 9,187.50 9,263.000 226,943 106 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 761,600.00 77.000 6,545 107 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 140,600.00 26.000 98,800 108 END CAP (TYPE A) EA 205.0000 2,050.00 4.000 820 109 END CAP (TYPE TC) EA 345.0000 12,765.00 22.000 7,590 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 31,395.00 23.000 18,515 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 192,000.00 29.000 92,800 112 CONCRETE BARRIER (TYPE 60MG) LF 75.0000 1,567,500.00 0.000 0 113 CONCRETE BARRIER (TYPE 60MGA) LF 99.0000 118,800.00 0.000 0 114 CONCRETE BARRIER (TYPE 60MGF) LF 470.0000 84,600.00 0.000 0 115 CONCRETE BARRIER (TYPE 60M MOD) LF 116.0000 197,200.00 0.000 0 116 CONCRETE BARRIER (ANCHOR BLOCK) LF 1,500.0000 150,000.00 62.840 94,260 117 CONCRETE BARRIER (TYPE 60MF MOD) LF 200.0000 280,000.00 0.000 0 118 CONCRETE BARRIER (TYPE 60MG MOD) LF 285.0000 37,335.00 0.000 0 119 REMOVE GUARDRAIL LF 3.6000 80,640.00 1,375.000 4,950.00 13,786.500 49,631 120 REMOVE CONCRETE BARRIER LF 30.0000 720,000.00 20,300.000 609,000 121 REMOVE CONCRETE BARRIER (TYPE K) LF 10.0000 15,200.00 0.000 0 122 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 58,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 7,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 199,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 125 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 94,900.00 0.000 0 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 269,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 61,620.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 10,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 157,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 130 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 128,500.00 25,110.000 6,277.50 338,708.000 84,677 131 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 9,150.00 0.000 0 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 133 LIGHTING SYSTEM LS 270,000.0000 270,000.00 0.131 35,370 134 RAMP METERING SYSTEM LS 1,430,000.0000 1,430,000.00 0.040 57,200.00 0.789 1,128,270 135 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,940,000.0000 2,940,000.00 0.014 41,160.00 0.432 1,270,080 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 150.0000 13,500.00 0.000 0 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 280.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 06/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:21 AM ESTIMATE NO. 012 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 06/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,992,770.27 59,881,148.36 ADJUSTMENT OF COMPENSATION 91,651.56 192,206.97 EXTRA WORK 85,151.25 3,728,758.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,169,573.08 63,802,113.55 140 MOBILIZATION LS 6,000,000.0000 6,000,000.00 0.950 5,700,000 ORIGINAL CONTRACT AMOUNT 134,507,601.00 TOTAL WORK COMPLETED 7,169,573.08 69,502,113.55 MATERIALS ON HAND ON SITE -200,000.00 1,094,841.08 DEDUCTIONS 0.00 -17,625.00 TOTAL 6,969,573.08 70,579,329.63 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 05/13/19 480 07/22/19 07/22/19 09/22/21 191 47 25 0 50% 38% PROGRESS IS SATISFACTORY MOHAMED, ASHRAF RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/20