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 02/18/24 EST. NO. 011 TIME 02:55 PM R.E. NAME: INORI, DOUGLAS 04-3J0624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0022-1 -499.36 E.W. @ F.A.(+) 100623 N 0209.0 DAO CORRECTING ENTRY 0022-2 553.08 100623 N 0209.0 DAO CORRECTING ENTRY 53.72 TOTAL THIS ESTIMATE 598,375.50 TOTAL PREVIOUS ESTIMATE 598,429.22 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 02/18/24 EST. NO. 011 TIME 02:55 PM R.E. NAME: INORI, DOUGLAS 04-3J0624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -30,000.00 002 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 02/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0624 TIME 02:55 PM ESTIMATE NO. 011 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/18/24 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-16.5/23.0 ----------------------- BAY CITIES PAVING & GRADING, IN SAN MATEO COUNTY AT VARIOUS INC. LOCATIONS FROM BROADWAY STREET 1450 CIVIC CT; BLDG B #400 OVERCROSSING TO 0.2 MILE NORTH OF CONCORD CA 94520 OYSTER POINT BOULEVARD OVERCROSSING FED. AID NO. ACNH-Q101(388)E CAPM AND CURB RAMPS UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,215.0500 4,215.05 0.750 3,161 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,590.0000 518,000.00 149.000 385,910 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 102,500.0000 102,500.00 0.700 71,750 007 TRAFFIC CONTROL SYSTEM LS 1,195,023.4000 1,195,023.40 0.030 35,850.70 0.980 1,171,122 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 19,880.00 336.000 11,760 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 105.0000 13,965.00 0.000 0 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 15.7000 375,230.00 10,418.900 163,576.73 20,096.900 315,521 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 11,967.7200 11,967.72 0.000 0 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,667.1700 192,036.24 43.000 114,688 013 JOB SITE MANAGEMENT LS 20,553.8600 20,553.86 1.000 20,553 014 PREPARE STORM WATER POLLUTION PREVENTION LS 23,040.0000 23,040.00 0.900 20,736 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 016 TEMPORARY COVER SQYD 4.2500 35,912.50 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 4,730.00 22.000 4,730 018 TEMPORARY FIBER ROLL LF 4.1500 72,210.00 0.000 0 019 TEMPORARY REINFORCED SILT FENCE LF 5.1800 99,974.00 17,353.000 89,888 020 STREET SWEEPING LS 13,445.1300 13,445.13 0.025 336.13 1.000 13,445 021 TEMPORARY CONCRETE WASHOUT LS 8,422.3000 8,422.30 1.000 8,422 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.3500 82,620.00 61,200.000 82,620 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 02/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0624 TIME 02:55 PM ESTIMATE NO. 011 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.3000 67,200.00 190,989.000 57,296 024 REMOVE CONCRETE (LF) LF 394.0300 27,188.07 69.000 27,188 025 CLEARING AND GRUBBING (LS) LS 33,754.4300 33,754.43 1.000 33,754 026 HYDROMULCH SQFT 0.0800 7,328.00 78,567.000 6,285 027 FIBER ROLLS LF 3.1500 55,755.00 8,808.000 27,745 028 HYDROSEED SQFT 0.1300 11,908.00 78,567.000 10,213 029 CLASS 2 AGGREGATE BASE (CY) CY 560.0000 48,160.00 86.000 48,160 030 REPLACE ASPHALT CONCRETE SURFACING CY 395.7400 91,020.20 0.000 0 031 HOT MIX ASPHALT (TYPE A) TON 150.6000 46,686.00 377.730 56,886 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.7500 5,007,750.00 32,688.390 4,960,463 033 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 159.1200 144,799.20 862.070 137,172 (OPEN GRADED FRICTION COURSE) 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.4000 680.00 180.000 612.00 180.000 612 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3800 2,873.00 424.000 1,433.12 684.000 2,311 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.3300 23,210.10 5,342.000 17,788.86 6,783.000 22,587 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3800 21,294.00 2,845.000 9,616.10 4,989.000 16,862 038 TACK COAT TON 1,485.0000 252,450.00 110.410 163,958 039 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 625.0000 13,750.00 22.000 13,750 040 REMOVE ASPHALT CONCRETE DIKE LF 13.4400 192,192.00 14,300.000 192,192 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.4600 1,381,380.00 253,000.000 1,381,380 042 JOINTED PLAIN CONCRETE PAVEMENT CY 3,200.0000 121,600.00 42.750 136,800 (RSC) 043 REMOVE CONCRETE PAVEMENT (CY) CY 795.0000 30,210.00 42.750 33,986 044 DRAINAGE INLET MARKER EA 40.0000 960.00 23.000 920.00 23.000 920 045 DETECTABLE WARNING SURFACE SQFT 22.0000 7,150.00 402.000 8,844 046 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,700.0000 173,400.00 102.000 173,400 CURB RAMP) 047 REMOVE CONCRETE CY 1,000.0000 87,000.00 94.170 94,170 (CURB, GUTTER, AND SIDEWALK) (CY) 048 PRE/POST CONSTRUCTION SURVEYS EA 568.0000 17,040.00 27.000 15,336 049 MISCELLANEOUS IRON AND STEEL LB 3.0500 14,084.90 192.000 585 (F) PROGRAM CAS145 PAGE 3 DATE 02/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0624 TIME 02:55 PM ESTIMATE NO. 011 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DELINEATOR (CLASS 1) EA 40.0000 15,600.00 126.000 5,040.00 313.000 12,520 051 GUARD RAILING DELINEATOR EA 13.5000 10,395.00 642.000 8,667 052 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 31,000.00 4,763.000 23,815 053 OBJECT MARKER (TYPE P) EA 70.0000 5,040.00 72.000 5,040 054 OBJECT MARKER (TYPE R) EA 70.0000 1,050.00 15.000 1,050 055 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 9,300.00 90.000 9,000 056 REMOVE ROADSIDE SIGN EA 50.0000 1,950.00 1.000 50.00 39.000 1,950 (STRAP AND SADDLE BRACKET METHOD) 057 REMOVE ROADSIDE SIGN PANEL EA 50.0000 1,900.00 40.000 2,000 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3000 22,143.00 19.810 362.52 1,213.280 22,203 (0.063"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 15,331.25 36.000 495.00 1,109.000 15,248 (0.080"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.5000 3,569.50 121.000 3,569 (0.063"-FRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.8000 21,888.00 18.000 518.40 770.000 22,176 (0.080"-FRAMED) 062 ROADSIDE SIGN - ONE POST EA 285.0000 26,505.00 2.000 570.00 81.000 23,085 063 ROADSIDE SIGN - TWO POST EA 400.0000 7,600.00 19.000 7,600 064 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,900.00 1.000 100.00 46.000 4,600 METHOD) 065 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 3,700.00 43.000 4,300 EXISTING POST 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 53,100.00 893.500 40,207 067 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 46.0000 851,000.00 12,946.060 595,518 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 98.4400 831,818.00 2,853.000 280,849.32 8,170.450 804,299 069 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 78.0000 36,660.00 1,450.000 113,100 (WOOD POST) 070 TRANSITION RAILING (TYPE WB-31) EA 4,450.0000 200,250.00 40.000 178,000 071 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,550.0000 55,800.00 30.000 46,500 072 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 154,800.00 30.000 129,000 073 ALTERNATIVE CRASH CUSHION SYSTEM EA 47,000.0000 658,000.00 2.000 94,000.00 13.000 611,000 074 CONCRETE BARRIER TRANSITION LF 896.0000 708,736.00 791.001 708,736 (F) 075 REMOVE GUARDRAIL LF 5.5000 97,350.00 13,722.500 75,473 076 REMOVE BRIDGE RAILING LF 35.4800 10,289.20 307.000 10,892 PROGRAM CAS145 PAGE 4 DATE 02/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0624 TIME 02:55 PM ESTIMATE NO. 011 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CRASH CUSHION (SAND FILLED) EA 115.2000 18,892.80 164.000 18,892 078 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 91,800.00 17,770.000 159,930 (ENHANCED WET NIGHT VISIBILITY) 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 455,000.00 104,690.000 366,415 (ENHANCED WET NIGHT VISIBILITY) 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 50,850.00 11,924.000 53,658 (ENHANCED WET NIGHT VISIBILITY) 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 CONTRAST STRIPE THERMOPLASTIC LF 3.0000 39,600.00 0.000 0 086 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.750 3,750 SYSTEM ELEMENTS DURING CONSTRUCTION 087 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 232,000.0000 232,000.00 0.950 220,400 088 MODIFYING RAMP METERING SYSTEMS LS 108,300.0000 108,300.00 1.000 108,300 089 MODIFYING TRAFFIC MONITORING STATIONS LS 9,811.0000 9,811.00 1.000 9,811 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 76,800.00 15,361.000 92,166 (ENHANCED WET NIGHT VISIBILITY) 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.0000 105,700.00 13,800.000 96,600 (BROKEN 17-7) 095 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 53,680.00 5,905.000 47,240 (BROKEN 12-3) 096 OBJECT MARKER (TYPE L-1) EA 55.0000 3,520.00 36.000 1,980.00 36.000 1,980 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.0000 4,680.00 0.000 0 (WARRANTY) (BROKEN 12-3) 099 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 7,260.00 920.000 5,520 (BROKEN 6-1) 100 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.7500 294,975.00 15,360.000 72,960 (BROKEN 36-12) 101 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2500 406,350.00 240.000 1,260 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 5 DATE 02/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0624 TIME 02:55 PM ESTIMATE NO. 011 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 614,098.88 14,696,507.33 ADJUSTMENT OF COMPENSATION 0.00 -100,148.41 EXTRA WORK 53.72 698,577.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 614,152.60 15,294,936.55 102 MOBILIZATION LS 1,834,958.1500 1,834,958.15 1.000 1,834,958 ORIGINAL CONTRACT AMOUNT 18,349,900.00 TOTAL WORK COMPLETED 614,152.60 17,129,894.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 614,152.60 17,099,894.70 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 09/12/22 200 04/24/23 11/01/22 04/08/24 172 39 0 0 89% 86% PROGRESS IS SATISFACTORY INORI, DOUGLAS RESIDENT ENGINEER