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 04/21/22 EST. NO. 018 TIME 05:14 PM R.E. NAME: MEHI NABIZADEH 11-420004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 022 0024 148,640.00 A.C. @ L.S.(+) 012122 N 24 0 148,640.00 TOTAL THIS ESTIMATE 1,134,394.72 TOTAL PREVIOUS ESTIMATE 1,283,034.72 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 04/21/22 EST. NO. 018 TIME 05:14 PM R.E. NAME: MEHI NABIZADEH 11-420004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCS-NON COMPLIANCE -25,000.00 008 CT006 LATE CLOSURE P -15,000.00 009 CT079 LATE CLOSURE P -5,400.00 009 LCS-NON COMPLIANCE 25,000.00 012 0.00 -20,400.00 LABOR COMPLIANCE VIOLATION DEL NOV 20 CPR -10,000.00 003 RECED NOV 20 DEL 10,000.00 005 DELJUL 21 CPR -10,000.00 011 DEL AUG 21 CPR -10,000.00 012 RECD JULY 2021 DEL 10,000.00 015 RECD AUG 2021 DEL 10,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 -20,400.00 PROGRAM CAS145 PAGE 1 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 LOCATION PROGRESS ESTIMATE 11-SD-94-10.4/14.9 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN AND NEAR LA 5860 EL CAMINO REAL SUITE 200 MESA FROM SPRING STREET CARLSBAD CA 92008 UNDERCROSSING TO ROUTE 54 (CAMPO ROAD) FED. AID NO. ACNH-P094(67)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,875 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 195,000.00 162.000 210,600 004 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.950 52,250 005 TRAFFIC CONTROL SYSTEM LS 323,557.2500 323,557.25 1.000 323,557 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 575.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 2,890.00 0.000 0 008 PLASTIC TRAFFIC DRUMS EA 34.0000 2,890.00 60.000 2,040 009 TEMPORARY PAVEMENT MARKER EA 5.0000 700.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 24,000.00 4.000 24,000 011 TEMPORARY RAILING (TYPE K) LF 12.0000 274,800.00 21,660.000 259,920 012 TEMPORARY CRASH CUSHION MODULE EA 150.0000 8,850.00 42.000 6,300 013 ALTERNATIVE TEMPORARY CRASH EA 3,475.0000 90,350.00 22.000 76,450 CUSHION 014 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 016 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0000 11,160.00 18.000 6,480 017 TEMPORARY FIBER ROLL LF 6.0000 40,320.00 5,146.000 30,876 018 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 020 MANAGE SOLID WASTE GENERATED BY THE HR 195.0000 11,700.00 60.000 11,700 PUBLIC 021 TREATED WOOD WASTE LB 0.2300 73,600.00 80,322.000 18,474.06 277,504.000 63,825 022 REMOVE CONCRETE (CY) CY 175.0000 24,500.00 140.000 24,500 PROGRAM CAS145 PAGE 2 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 1.000 5,000 024 ROADWAY EXCAVATION CY 56.0000 918,400.00 16,167.800 905,396 025 ROADSIDE CLEARING LS 3,600.0000 3,600.00 1.000 3,600 026 WOOD MULCH CY 170.0000 15,810.00 93.000 15,810 027 CHECK AND TEST EXISTING IRRIGATION LS 6,500.0000 6,500.00 1.000 6,500 FACILITIES 028 REMOVE IRRIGATION FACILITY LS 6,900.0000 6,900.00 1.000 6,900 029 CONTROL AND NEUTRAL CONDUCTORS LS 960.0000 960.00 1.000 960 030 1 1/2" REMOTE CONTROL VALVE EA 690.0000 690.00 1.000 690 031 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 135.0000 1,485.00 11.000 1,485 032 POP-UP SPRINKLER ASSEMBLY EA 105.0000 1,785.00 17.000 1,785 033 2" GATE VALVE EA 700.0000 700.00 0.000 0 034 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.5000 4,560.00 480.000 4,560 (F) LINE) 035 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 960.00 60.000 960 (F) (SUPPLY LINE) 036 2" PLASTIC PIPE (SCHEDULE 40) LF 24.0000 2,400.00 100.000 2,400 (F) (SUPPLY LINE) 037 3" PLASTIC PIPE (CLASS 315) LF 64.0000 2,560.00 0.000 0 (F) (SUPPLY LINE) 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 600.0000 9,000.00 15.000 9,000 039 REPLACE ASPHALT CONCRETE SURFACING CY 355.0000 117,150.00 330.000 117,150 040 HOT MIX ASPHALT (TYPE A) TON 135.0000 132,300.00 980.000 132,300 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 101.0000 4,454,100.00 42,181.650 4,260,346 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1500 437.00 380.000 437 043 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.1500 28.75 25.000 28 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1500 38,410.00 34,682.000 39,884 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1500 2,760.00 2,399.000 2,758 046 PLACE HOT MIX ASPHALT SQYD 42.0000 34,440.00 820.000 34,440 (MISCELLANEOUS AREA) 047 TACK COAT TON 2,000.0000 134,000.00 66.320 132,640 048 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 205.0000 26,650.00 130.000 26,650 049 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 16,600.00 33,200.000 16,600 PROGRAM CAS145 PAGE 3 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 290,000.00 72,500.000 290,000 051 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 39,100.00 23.000 39,100 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 3,300.0000 39,600.00 12.000 39,600 (F) 053 REMOVE PEDESTRIAN BARRICADE EA 195.0000 2,145.00 11.000 2,145 054 PEDESTRIAN BARRICADE EA 3,000.0000 33,000.00 11.000 33,000 055 24" ALTERNATIVE PIPE CULVERT LF 140.0000 35,000.00 252.600 35,364 056 MODIFY INLET EA 2,800.0000 47,600.00 17.000 47,600 057 DETECTABLE WARNING SURFACE SQFT 20.0000 15,800.00 790.000 15,800 058 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,575.0000 220,500.00 140.000 220,500 CURB RAMP) 059 MISCELLANEOUS IRON AND STEEL LB 2.0000 14,900.00 7,450.000 14,900 (F) 060 4' CHAIN LINK GATE (TYPE CL-4) EA 1,676.0000 1,676.00 1.000 1,676 061 REMOVE DELINEATOR EA 41.0000 4,510.00 110.000 4,510 062 DELINEATOR (CLASS 1) EA 92.0000 17,480.00 184.000 16,928 063 GUARD RAILING DELINEATOR EA 43.0000 5,590.00 6.000 258.00 122.000 5,246 064 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 8,240.00 4,120.000 8,240 065 REMOVE ROADSIDE SIGN EA 150.0000 600.00 3.000 450 066 FURNISH LAMINATE PANEL SIGN SQFT 23.0000 17,250.00 635.000 14,605 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH LAMINATE PANEL SIGN SQFT 30.0000 20,400.00 526.000 15,780 (2.5" TYPE H) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.2500 2,610.00 354.550 2,570 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 2,000.00 220.500 1,764 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 6,960.00 471.000 6,829 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 10,050.00 669.000 10,035 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 12,560.00 2,963.940 11,855 073 ROADSIDE SIGN - ONE POST EA 425.0000 6,375.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 INSTALL ROADSIDE SIGN PANEL ON EA 495.0000 28,215.00 47.000 23,265 EXISTING POST 075 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.5000 18,900.00 810.000 25,515 076 MIDWEST GUARDRAIL SYSTEM LF 32.5000 72,800.00 100.000 3,250.00 2,337.500 75,968 (8' STEEL POST) 077 SINGLE THRIE BEAM BARRIER LF 39.0000 42,510.00 187.500 7,312.50 1,134.500 44,245 078 DOUBLE THRIE BEAM BARRIER LF 51.0000 477,870.00 2,512.500 128,137.50 8,826.000 450,126 079 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 24,600.00 3.000 12,300.00 6.000 24,600 080 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 11,400.00 1.000 3,800.00 2.000 7,600 081 RAIL TENSIONING ASSEMBLY EA 660.0000 13,860.00 5.000 3,300.00 14.000 9,240 082 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 8,600.0000 8,600.00 1.000 8,600 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 865.0000 20,760.00 5.000 4,325.00 25.000 21,625 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,875.0000 27,125.00 1.000 3,875.00 6.000 23,250 085 SEVERE-DUTY CRASH CUSHION EA 42,300.0000 42,300.00 1.000 42,300 086 CONCRETE BARRIER TRANSITION LF 595.0000 5,950.00 10.000 5,950 (F) 087 REMOVE GUARDRAIL LF 6.0000 135,600.00 6,600.000 39,600.00 20,500.000 123,000 088 REMOVE CONCRETE BARRIER LF 99.0000 3,168.00 31.700 3,138 089 REMOVE CRASH CUSHION EA 2,700.0000 2,700.00 1.000 2,700 090 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8500 35,625.00 11,842.000 33,749 (ENHANCED WET NIGHT VISIBILITY) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 495.00 1,118.000 559 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 64,800.00 107,621.000 64,572 (ENHANCED WET NIGHT VISIBILITY) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 455.00 568.000 284 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 15,000.00 6,173.000 6,173 (ENHANCED WET NIGHT VISIBILITY) 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 544.00 0.000 0 096 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 2,310.00 0.000 0 097 6" RUMBLE STRIP STA 46.0000 1,380.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 098 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.8000 3,762.00 1,808.000 3,254 (BROKEN 17-7) (WARRANTY) 099 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.8000 99,720.00 45,518.000 81,932 (BROKEN 36-12) (WARRANTY) PROGRAM CAS145 PAGE 5 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 100 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.8500 11,571.00 4,214.000 12,009 (BROKEN 12-3) (WARRANTY) 101 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 1,030.00 0.000 0 102 SUBSURFACE LOCATORS LS 12,200.0000 12,200.00 0.800 9,760 103 MICROWAVE VEHICLE DETECTION SYSTEM LS 111,000.0000 111,000.00 0.902 100,122 104 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 49,000.0000 49,000.00 0.557 27,293 105 MODIFYING LIGHTING SYSTEMS LS 79,000.0000 79,000.00 1.000 79,000 106 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 180,000.0000 180,000.00 1.000 180,000 107 MODIFYING TRAFFIC MONITORING STATIONS LS 13,000.0000 13,000.00 0.539 7,007 PROGRAM CAS145 PAGE 6 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-420004 TIME 05:14 PM ESTIMATE NO. 018 BID OPENING 06/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: MEHI NABIZADEH DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 224,632.06 9,228,870.82 ADJUSTMENT OF COMPENSATION 148,640.00 371,600.00 EXTRA WORK 0.00 911,434.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 373,272.06 10,511,905.54 108 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000 ORIGINAL CONTRACT AMOUNT 10,274,274.00 TOTAL WORK COMPLETED 373,272.06 11,161,905.54 MATERIALS ON HAND ON SITE -38,435.13 0.00 DEDUCTIONS 0.00 -20,400.00 TOTAL 334,836.93 11,141,505.54 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 08/07/20 150 10/01/20 10/01/20 05/27/22 162 148 12 0 95% 100% PROGRESS IS SATISFACTORY MEHI NABIZADEH RESIDENT ENGINEER