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 10/24/24 EST. NO. 042 TIME 08:43 AM R.E. NAME: IRA, ALFRED 07-302404 --------------------------------------------------------------------------- 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 0124 5,399.47 E.W. @ F.A.(+) 080224 N 0087.0 0125 8,377.27 080224 N 0088.0 0126 3,671.75 090624 N 0089.0 0127 17,571.76 090624 N 0090.0 025 0022 239.91 E.W. @ F.A.(+) 040424 N 0099.0 041 0001 65,011.54 E.W. @ L.S.(+) 073124 N 1 047 0001 31,206.20 A.C. @ L.S.(+) 083024 N 1 131,477.90 TOTAL THIS ESTIMATE 24,464,498.11 TOTAL PREVIOUS ESTIMATE 24,595,976.01 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 10/24/24 EST. NO. 042 TIME 08:43 AM R.E. NAME: IRA, ALFRED 07-302404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2021 CEM 4401 -10,000.00 010 ANNUAL 2021 CEM 4401 10,000.00 011 ANNUAL 2023 CEM 4401 -10,000.00 034 ANNUAL 2023 CEM 4401 10,000.00 035 LEGAL TENDER -24,633.00 039 0.00 -24,633.00 LABOR COMPLIANCE VIOLATION CHECKLIST/SUBS DIR -10,000.00 001 CHECKLIST/SUBS DIR 10,000.00 002 CPRS JUNE 21 -JAN 22 -10,000.00 012 CPRS FEB22-APR22 -6,000.00 014 CPRS JUNE 21 -JAN 22 10,000.00 014 CPRS FEB22-APR22 6,000.00 024 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM-2402F -10,000.00 042 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -34,633.00 PROGRAM CAS145 PAGE 1 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-101-R36.3/R40.6 ---------------------------------------- GRANITE CONSTRUCTION COMPANY IN VEN FROM 0.4 MILE SOUTH OF PADRE 5860 EL CAMINO REAL JUAN CANYON OC TO 0.3 MILE NORTH OF CARLSBAD CA 92008 PUNTA GORDA PEDESTRIAN UC FED. AID NO. B1NH-Q101(385)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 1,125.0000 1,125.00 1.000 1,125 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 RENEWABLE DIESEL EQUIPMENT VERIFICATION EA 500.0000 11,000.00 34.000 17,000 004 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 1,452,000.00 427.000 1,409,100 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 5.000 30,000 MEETING 006 HOURLY OFF-SITE HR 200.0000 4,000.00 48.500 9,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.750 15,000 008 TRAFFIC CONTROL SYSTEM LS 1,427,029.5000 1,427,029.50 0.205 292,541 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,840.00 47.000 1,880 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 17.0000 14,960.00 1,065.000 18,105 SYSTEM DAY 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 60,000.00 4.000 60,000 012 TEMPORARY RAILING (TYPE K) LF 7.7500 1,085,000.00 32,980.000 255,595 013 TEMPORARY CRASH CUSHION MODULE EA 560.0000 100,800.00 28.000 15,680 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 34,500.00 19.000 9,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,500.00 8.000 4,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 019 TEMPORARY COVER SQYD 7.0000 1,960.00 -383.000 -2,681.00 1,064.000 7,448 020 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 28,800.00 46.000 11,040 021 TEMPORARY FIBER ROLL LF 3.2500 126,750.00 2,443.000 7,939.75 7,261.000 23,598 022 STREET SWEEPING LS 290,000.0000 290,000.00 1.000 290,000 PROGRAM CAS145 PAGE 2 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,350.0000 1,350.00 1.000 1,350 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 6,760.00 35,565.000 7,113 STRIPE (HAZARDOUS WASTE) 025 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.0000 860.00 0.000 0 MARKING (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4100 41,410.00 88,040.000 36,096 027 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 028 ROADWAY EXCAVATION CY 36.0000 4,032,000.00 -146.000 -5,256.00 224.000 8,064 029 ROADWAY EXCAVATION (TYPE Z-2) CY 350.0000 9,450.00 0.000 0 (AERIALLY DEPOSITED LEAD) 030 ROADWAY EXCAVATION (TYPE COM) CY 900.0000 2,700.00 0.000 0 (AERIALLY DEPOSITED LEAD) 031 CLASS 3 AGGREGATE BASE (CY) CY 28.0000 1,106,000.00 0.000 0 032 LEAN CONCRETE BASE CY 110.0000 2,288,000.00 0.000 0 033 LEAN CONCRETE BASE RAPID SETTING CY 308.0000 726,880.00 0.000 0 034 BASE BOND BREAKER SQYD 0.5500 83,600.00 100,531.650 55,292 035 HOT MIX ASPHALT (TYPE A) TON 83.0000 1,037,500.00 675.920 56,101 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 117.0000 783,900.00 9,235.330 1,080,533 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.3500 33,345.00 27,971.000 37,760 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3000 507.00 642.000 834 039 PLACE HOT MIX ASPHALT SQYD 141.0000 7,050.00 38.000 5,358 (MISCELLANEOUS AREA) 040 TACK COAT TON 4,600.0000 59,800.00 22.170 101,982 041 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 15,180.00 26,496.000 15,897 042 JOINTED PLAIN CONCRETE PAVEMENT CY 284.0000 9,570,800.00 0.000 0 043 JOINTED PLAIN CONCRETE PAVEMENT CY 414.0000 2,782,080.00 0.000 0 (RSC) 044 DRILL AND BOND (DOWEL BAR) EA 46.0000 37,720.00 672.000 30,912 045 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 916.0000 210,680.00 519.000 475,404 046 ISOLATION JOINT SEAL (PREFORMED LF 7.4200 546,112.00 0.000 0 COMPRESSION) 047 REMOVE CONCRETE PAVEMENT (CY) CY 170.0000 39,100.00 519.000 88,230 048 GRIND EXISTING CONCRETE SQYD 5.8400 286,160.00 54,942.000 320,861 PAVEMENT 049 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,850.0000 296,000.00 136.000 251,600 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 AGGREGATE BASE (APPROACH SLAB) CY 165.0000 3,300.00 25.000 4,125 051 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,075.0000 216,075.00 232.000 249,400 (TYPE R) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,850.0000 4,255.00 2.300 4,255 (F) 053 CLEAN EXPANSION JOINT LF 39.0000 2,262.00 58.000 2,262 054 BONDED JOINT SEAL (MR 1 1/2") LF 142.0000 37,488.00 264.000 37,488 055 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 169,257.00 51,290.000 169,257 (F) 056 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 20,516.00 36,340.000 14,536 (F) 057 REMOVE SIGN STRUCTURE (EA) EA 3,800.0000 11,400.00 2.000 7,600 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 7,240.00 5,478.000 10,956 059 DPP INFILTRATION AREA CY 104.0000 39,520.00 371.000 38,584 060 RECONSTRUCT INLET EA 4,600.0000 243,800.00 46.000 211,600 061 MINOR CONCRETE (STAMPED CONCRETE) SQFT 11.0000 39,820.00 3,620.000 39,820 062 MISCELLANEOUS IRON AND STEEL LB 1.2500 36,927.50 29,542.000 36,927 (F) 063 REMOVE PAVEMENT MARKER EA 0.6000 8,940.00 6,096.000 3,657 064 GUARD RAILING DELINEATOR EA 24.5000 3,675.00 148.000 3,626 065 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 23,910.00 7,901.000 23,703 066 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 10,950.00 72.000 10,800 067 REMOVE ROADSIDE SIGN (METAL POST) EA 185.0000 1,110.00 6.000 1,110 068 REMOVE ROADSIDE SIGN EA 95.0000 3,515.00 33.000 3,135 (STRAP AND SADDLE BRACKET METHOD) 069 REMOVE ROADSIDE SIGN PANEL EA 85.0000 765.00 9.000 765.00 9.000 765 070 REMOVE SIGN FROM SIGN FRAME EA 1,300.0000 2,600.00 2.000 2,600 071 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.6500 7,021.00 340.000 7,021 072 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.6500 3,510.50 170.000 3,510 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 6,922.50 651.500 6,352 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 6,765.00 588.700 6,034 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 2,310.00 133.400 2,201 (0.063"-FRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,890.00 221.500 3,765 (0.080"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - ONE POST EA 395.0000 38,315.00 99.000 39,105 078 ROADSIDE SIGN - TWO POST EA 1,575.0000 4,725.00 3.000 4,725 079 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 5,175.00 43.000 4,945 METHOD) 080 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.6000 2,822.00 170.000 2,822 081 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 1,500.00 10.000 1,250 EXISTING POST 082 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 28.5000 211,755.00 7,150.000 203,775 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0000 148,200.00 0.000 0 084 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 25,200.00 5.000 21,000 085 END CAP (TYPE A) EA 700.0000 700.00 3.000 2,100 086 END ANCHOR ASSEMBLY (TYPE SFT) EA 890.0000 2,670.00 5.000 4,450 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,690.0000 25,830.00 6.000 22,140 088 CONCRETE BARRIER (TYPE 836B MOD) LF 550.0000 25,300.00 46.000 25,300 (F) 089 REMOVE GUARDRAIL LF 5.7000 42,408.00 8,837.000 50,370 090 SALVAGE GUARDRAIL LF 12.0000 1,056.00 87.500 1,050 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 50,500.00 106,764.000 53,382 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 240.00 160.000 160 093 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 12,320.00 3,210.000 11,235 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 684.00 1,928.000 578 (BROKEN 17-7) 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 29,340.00 100,437.000 30,131 (BROKEN 36-12) 096 12" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,760.00 2,759.000 3,034 097 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 73,800.00 35,676.000 7,135 098 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 16,820.00 -46,500.000 -9,300.00 135,598.000 27,119 099 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 10,560.00 26,792.000 5,358.40 90,999.000 18,199 100 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,080.00 1,970.000 3,940.00 2,096.000 4,192 101 CONTRAST STRIPE THERMOPLASTIC LF 0.3000 29,340.00 100,437.000 30,131 102 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,575.0000 2,575.00 1.000 2,575 SYSTEM ELEMENTS DURING CONSTRUCTION 103 MODIFYING AUTOMATIC VEHICLE LS 47,000.0000 47,000.00 1.000 47,000 CLASSIFICATION PROGRAM CAS145 PAGE 5 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MODIFYING LIGHTING SYSTEMS LS 195,000.0000 195,000.00 1.000 195,000 105 MODIFYING SIGN ILLUMINATION SYSTEMS LS 5,400.0000 5,400.00 1.000 5,400 106 MODIFYING TRAFFIC MONITORING STATIONS LS 6,400.0000 6,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302404 TIME 08:43 AM ESTIMATE NO. 042 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/21/24 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 766.15 6,830,601.92 ADJUSTMENT OF COMPENSATION 31,206.20 -965,707.70 EXTRA WORK 100,271.70 25,561,683.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 132,244.05 31,426,577.93 107 MOBILIZATION LS 3,200,000.0000 3,200,000.00 1.000 3,200,000 ORIGINAL CONTRACT AMOUNT 33,928,928.00 TOTAL WORK COMPLETED 132,244.05 34,626,577.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -34,633.00 TOTAL 122,244.05 34,591,944.93 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 12/24/20 440 06/01/21 02/17/21 08/21/24 427 450 -13 0 100% 100% IRA, ALFRED RESIDENT ENGINEER