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 05/24/22 EST. NO. 036 TIME 09:09 AM R.E. NAME: QURESHI, MUJAHID 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 --------------------------------------------------------------------------- 001 0218 3,778.89 E.W. @ F.A.(+) 042922 N 0218 0 0219 6,963.59 042922 N 0219 0 028 0011 8,844.88 E.W. @ F.A.(+) 080321 N 11 0 029 0003 4,950.00 E.W. @ F.A.(+) 050622 N 0003 0 24,537.36 TOTAL THIS ESTIMATE 12,331,135.96 TOTAL PREVIOUS ESTIMATE 12,355,673.32 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 05/24/22 EST. NO. 036 TIME 09:09 AM R.E. NAME: QURESHI, MUJAHID 08-0Q75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF LC -17,625.00 009 NONCOMP(LOOSE TIEBR) -36,000.00 013 COMPLIANCE LOOSE TIE 36,000.00 030 HOLD FOR STOCKPILE R -72,000.00 034 0.00 -89,625.00 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 JULY 2020 -10,000.00 013 AUGUST 2020 -6,000.00 014 JULY 2020 RLS 10,000.00 014 SEPTEMBER 2020 -10,000.00 015 OCTOBER 2020 -10,000.00 016 AUGUST 2020 RLS 6,000.00 017 NOVEMBER 2020 -10,000.00 017 DECEMBER 2020 -10,000.00 018 SEPTEMBER 2020 RLS 10,000.00 018 DECEMBER 2020 RLS 10,000.00 019 JANUARY 2021 -5,000.00 019 NOVEMBER 2020 RLS 10,000.00 019 OCTOBER 2020 RLS 10,000.00 019 FEBRUARY 2021 -6,000.00 020 JANUARY 2021 RLS 5,000.00 020 FEBRUARY 2021 RLS 6,000.00 021 APRIL 2021 -1,000.00 022 APRIL 2021 RLS 1,000.00 023 AUGUST 2021 -10,000.00 027 SEPTEMBER 2021 -2,000.00 028 SEPTEMBER 2021 RLS 2,000.00 029 NOVEMBER 2021 -7,000.00 030 AUGUST 2021 RLS 10,000.00 031 NOVEMBER 2021 RLS 7,000.00 032 MARCH 2022 -3,000.00 034 MAY 2022 -4,000.00 036 -4,000.00 -7,000.00 TOTAL DEDUCTIONS -4,000.00 -96,625.00 PROGRAM CAS145 PAGE 1 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 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 0.004 100.00 1.000 25,000 003 TIME-RELATED OVERHEAD (LS) LS 4,000,000.0000 4,000,000.00 0.006 24,000.00 1.000 4,000,000 004 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 0.250 56,500.00 1.000 226,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 76,800.00 12,800.000 76,800 007 TRAFFIC CONTROL SYSTEM LS 3,000,000.0000 3,000,000.00 1.000 3,000,000 008 TYPE III BARRICADE EA 50.0000 1,200.00 24.000 1,200 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 935,000.00 2,155,265.000 1,077,632 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 51,000.00 796.000 23,880 011 TEMPORARY PAVEMENT MARKER EA 4.0000 188,400.00 47,163.000 188,652 012 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 1.000 60,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 170,000.0000 170,000.00 0.002 340.00 1.000 170,000 015 TEMPORARY RAILING (TYPE K) LF 11.0000 3,304,400.00 236,135.000 2,597,485 016 TEMPORARY CRASH CUSHION MODULE EA 100.0000 147,000.00 1,018.000 101,800 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,600.0000 64,400.00 2.000 9,200 018 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 0.002 820.00 1.000 410,000 020 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 1.000 8,000 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 34,000.00 8.000 4,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 20,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 6,000 024 TEMPORARY SOIL BINDER SQYD 0.2500 4,500.00 9,117.000 2,279.25 18,843.000 4,710 025 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 2.000 8,000 028 TEMPORARY CONCRETE WASHOUT LS 270,000.0000 270,000.00 0.120 32,400.00 1.000 270,000 029 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 51,170.00 158,620.000 26,965 031 NOISE MONITORING LS 9,000.0000 9,000.00 1.000 9,000 032 REMOVE CONCRETE (CY) CY 155.0000 18,600.00 89.700 13,903 033 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 1.000 35,000 036 ROADWAY EXCAVATION CY 36.0000 7,416,000.00 191,473.140 6,893,033 037 SHOULDER BACKING TON 70.0000 17,500.00 250.000 17,500 038 ROADSIDE CLEARING LS 50,000.0000 50,000.00 1.000 50,000 039 ROCK BLANKET SQFT 14.2500 1,141,425.00 86,893.790 1,238,236 040 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 67,922.870 2,445,223 042 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 1,432,800.00 38,052.160 1,369,877 043 LEAN CONCRETE BASE CY 145.0000 4,103,500.00 26,954.590 3,908,415 044 RAPID STRENGTH CONCRETE BASE CY 430.0000 1,560,900.00 5,215.080 2,242,484 045 LEAN CONCRETE BASE RAPID SETTING CY 220.0000 7,326,000.00 33,308.890 7,327,955 046 BASE BOND BREAKER SQYD 1.5000 601,500.00 329,702.920 494,554 047 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 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,336.910 1,933,691 051 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 394,800.00 227.820 191,368 056 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0000 13,650.00 2,298.700 11,493 057 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 88,600.00 76,358.000 76,358 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 624,250.00 160,308.610 440,848 059 REMOVE BASE AND SURFACING CY 37.5000 2,145,000.00 49,779.350 1,866,725 060 JOINTED PLAIN CONCRETE PAVEMENT CY 203.0000 20,909,000.00 82,209.630 16,688,554 061 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 19,056,000.00 99,361.320 23,846,716 (RSC) 062 DRILL AND BOND (DOWEL BAR) EA 28.0000 994,000.00 22,261.000 623,308 063 SPALL REPAIR (POLYESTER CONCRETE) SQYD 600.0000 270,000.00 851.430 510,858 064 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 440.0000 3,396,800.00 9,718.670 4,276,214 065 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 33,925.000 59,368.75 201,738.000 353,041 068 REMOVE CONCRETE PAVEMENT AND BASE CY 37.0000 4,551,000.00 128,748.930 4,763,710 069 GRIND EXISTING CONCRETE SQYD 4.9000 4,111,100.00 903,911.000 4,429,163 PAVEMENT 070 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 60,000.00 50.000 60,000 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 475,000.00 167.300 418,250 (F) 072 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 113,000.00 22,600.000 113,000 (F) 073 INSTALL SIGN STRUCTURE (TRUSS) LB 2.0000 45,200.00 22,600.000 45,200 (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 1,067,895.800 1,067,895 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,050.650 3,800,824 (.064" THICK) 078 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500 079 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 17,004.000 306,072 082 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 1,449.000 50,715 084 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 28,165.990 394,323 086 MINOR CONCRETE (CURB, SIDEWALK AND CY 800.0000 250,400.00 315.620 252,496 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 1,178.220 53,019 089 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 29,700.00 1,885.000 28,275 090 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 56,700.00 63.000 56,700 091 MISCELLANEOUS IRON AND STEEL LB 2.0000 194,400.00 77,958.000 155,916 (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 3,043.330 127,819 094 8' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 3,100.00 2.000 3,100 095 REMOVE PAVEMENT MARKER EA 0.5000 33,100.00 46,674.000 23,337 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 91,350.00 25,385.000 88,847 097 REMOVE ROADSIDE SIGN EA 200.0000 4,000.00 20.000 4,000 098 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,350.00 8.000 1,200 099 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 3,250.00 13.000 3,250.00 13.000 3,250 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 2,750.00 110.000 2,750.00 110.000 2,750 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 16,000.00 30.000 480 (0.080"-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 400.0000 3,200.00 8.000 3,200 103 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 5 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,212.520 446,206 106 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 761,600.00 7,623.000 647,955 107 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 140,600.00 43.000 163,400 108 END CAP (TYPE A) EA 205.0000 2,050.00 9.000 1,845 109 END CAP (TYPE TC) EA 345.0000 12,765.00 38.000 13,110 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 31,395.00 42.000 33,810 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 192,000.00 60.000 192,000 112 CONCRETE BARRIER (TYPE 60MG) LF 75.0000 1,567,500.00 15,493.000 1,161,975 113 CONCRETE BARRIER (TYPE 60MGA) LF 99.0000 118,800.00 1,196.000 118,404 114 CONCRETE BARRIER (TYPE 60MGF) LF 470.0000 84,600.00 338.000 158,860.00 338.000 158,860 115 CONCRETE BARRIER (TYPE 60M MOD) LF 116.0000 197,200.00 0.000 0 116 CONCRETE BARRIER (ANCHOR BLOCK) LF 1,500.0000 150,000.00 112.040 168,060 117 CONCRETE BARRIER (TYPE 60MF MOD) LF 200.0000 280,000.00 1,320.950 264,190 118 CONCRETE BARRIER (TYPE 60MG MOD) LF 285.0000 37,335.00 82.000 23,370.00 217.000 61,845 119 REMOVE GUARDRAIL LF 3.6000 80,640.00 19,498.750 70,195 120 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 1,520.000 15,200 122 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 58,450.00 13,105.000 45,867 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 7,240.00 15,944.000 6,377 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 199,600.00 469,540.000 187,816 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 125 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 94,900.00 1,140,926.000 114,092 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 269,400.00 448,580.000 269,148 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 61,620.00 47,764.000 62,093 (ENHANCED WET NIGHT VISIBILITY) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 10,890.00 8,425.000 7,582 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 157,500.00 174,133.000 156,719 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 130 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 128,500.00 723,224.600 180,806 131 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 9,150.00 425.000 425 132 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 0.588 158,760 134 RAMP METERING SYSTEM LS 1,430,000.0000 1,430,000.00 0.959 1,371,370 135 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,940,000.0000 2,940,000.00 0.957 2,813,580 136 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 90.000 13,500 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 280.00 14.000 280.00 14.000 280 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 09:09 AM ESTIMATE NO. 036 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 05/20/22 R.E. NAME: QURESHI, MUJAHID DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 364,318.00 119,431,709.76 ADJUSTMENT OF COMPENSATION 0.00 2,148,968.35 EXTRA WORK 24,537.36 10,206,704.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 388,855.36 131,787,383.08 140 MOBILIZATION LS 6,000,000.0000 6,000,000.00 1.000 6,000,000 ORIGINAL CONTRACT AMOUNT 134,507,601.00 TOTAL WORK COMPLETED 388,855.36 137,787,383.08 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -4,000.00 -96,625.00 TOTAL 384,855.36 137,690,758.08 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 05/27/22 552 165 74 0 94% 100% PROGRESS IS SATISFACTORY QURESHI, MUJAHID RESIDENT ENGINEER