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 05/23/23 EST. NO. 013 TIME 02:46 PM R.E. NAME: RYAN DUNNE 01-0F8204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/23/23 EST. NO. 013 TIME 02:46 PM R.E. NAME: RYAN DUNNE 01-0F8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/22 LTR DEDUCT -5,000.00 004 RELEASE 8/22 DEDUCT 5,000.00 005 PER 10/22 LTR DEDUCT -10,000.00 006 DEDUCT LTTR 11/2022 -4,000.00 007 RTRN LTTR 10/2022 10,000.00 007 DEDUCT PER 12/22 LTR -10,000.00 008 RELEAE 11/22 DEDUCT 4,000.00 008 RELEASE 12/22 DEDUCT 10,000.00 010 DEDUCT LTR 04/23 -2,000.00 012 PER 5/23 LTR DEDUCT -1,000.00 013 -1,000.00 -3,000.00 TOTAL DEDUCTIONS -1,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-101-R90.1/109.6 ----------------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY IN AND NEAR PO BOX 1006; TRINIDAD FROM 1.3 MILES SOUTH OF EUREKA CA 95502 SCHOOL ROAD OC TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE FED. AID NO. ACNH-Q101(399)E CAPM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.122 1,830.00 0.892 13,380 003 TIME-RELATED OVERHEAD (LS) LS 210,000.0000 210,000.00 0.122 25,620.00 0.892 187,320 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 24,000.00 4.000 800.00 24.000 4,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.122 1,220.00 0.891 8,910 007 TRAFFIC CONTROL SYSTEM LS 780,000.0000 780,000.00 0.103 80,340.00 0.891 694,980 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 12,900.00 6,421.000 19,263.00 9,185.000 27,555 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.5000 62,475.00 6,362.000 47,715 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1200 81,840.00 984,479.000 118,137 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 8,400.00 220.000 7,700 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 29,000.0000 29,000.00 1.000 29,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 27,000.0000 27,000.00 0.122 3,294.00 0.892 24,084 014 TEMPORARY RAILING (TYPE K) LF 31.0000 138,880.00 2,124.000 65,844.00 3,964.000 122,884 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,200.0000 68,200.00 19.000 41,800 016 TEMPORARY RADAR SPEED FEEDBACK EA 12,000.0000 24,000.00 6.000 72,000 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 55,000.0000 55,000.00 0.223 12,265.00 0.893 49,115 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.041 114.80 0.891 2,494 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 1.000 500.00 16.000 8,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 28,125.00 15.000 5,625.00 16.000 6,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 36,000.00 191.000 38,200 PROGRAM CAS145 PAGE 2 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 315,000.0000 315,000.00 0.122 38,430.00 0.892 280,980 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.122 610.00 0.892 4,460 025 TREATED WOOD WASTE LB 0.3400 56,440.00 178,798.000 60,791 026 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 800.00 100.000 800 027 CLEARING AND GRUBBING (LS) LS 27,000.0000 27,000.00 1.000 27,000 028 ROADWAY EXCAVATION CY 130.0000 10,920.00 83.500 10,855 029 SHOULDER BACKING TON 34.0000 493,000.00 14,922.810 507,375 030 IMPORTED BORROW (CY) CY 72.0000 119,520.00 2,756.600 198,475 031 REMOVE IRRIGATION FACILITY LS 6,900.0000 6,900.00 1.000 6,900 032 COMPOST (CY) CY 426.0000 8,094.00 18.350 7,817 033 CLASS 2 AGGREGATE BASE (CY) CY 250.0000 21,000.00 83.500 20,875 034 CRACK TREATMENT LNMI 4,000.0000 348,000.00 0.000 0 035 FULL WIDTH SEGMENT CORRECTION EA 3,800.0000 3,800.00 2.000 7,600 036 PARTIAL WIDTH SEGMENT CORRECTION EA 2,350.0000 39,950.00 18.000 42,300 037 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 265,500.00 1,398.330 629,248 038 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,701,000.00 17,014.060 2,296,898 039 MINOR HOT MIX ASPHALT TON 122.0000 353,800.00 2,403.620 293,241 040 RUBBERIZED HOT MIX ASPHALT TON 144.0000 12,254,400.00 59,498.530 8,567,788 (GAP GRADED) (STATISTICAL PAY FACTOR) 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 99,600.00 66,779.000 100,168 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,835.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 2,940.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 39,600.00 31,613.000 47,419 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 3,465.00 8,366.000 12,549 046 PLACE HOT MIX ASPHALT SQYD 53.0000 85,860.00 2,140.000 113,420 (MISCELLANEOUS AREA) 047 TACK COAT TON 700.0000 287,000.00 243.100 170,170 048 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.5000 30,940.00 4,760.000 30,940 049 REMOVE ASPHALT CONCRETE DIKE LF 1.2500 135,000.00 105,491.000 131,863 PROGRAM CAS145 PAGE 3 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.7500 1,328,250.00 481,700.000 1,324,675 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 STRUCTURAL CONCRETE, BARRIER SLAB CY 520.0000 52,520.00 101.000 52,520 (F) 053 BAR REINFORCING STEEL LB 5.0000 5,825.00 1,165.000 5,825 (F) 054 8" ENTRANCE TAPER EA 1,100.0000 4,400.00 4.000 4,400 055 8" ANCHOR ASSEMBLY EA 2,000.0000 8,000.00 4.000 8,000 056 8" ALTERNATIVE PIPE DOWNDRAIN LF 90.0000 3,600.00 40.000 3,600 057 16"X5" STEEL CHANNEL (0.375" THICK) LF 450.0000 8,100.00 18.000 8,100 058 REMOVE OVERSIDE DRAIN EA 500.0000 1,000.00 2.000 1,000 059 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 800.0000 1,600.00 2.000 1,600 060 ADJUST FRAME AND GRATE TO GRADE EA 3,600.0000 270,000.00 79.000 284,400 061 DETECTABLE WARNING SURFACE SQFT 40.0000 8,000.00 200.000 8,000 062 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,463.0000 125,818.00 164.500 240,663 CURB RAMP) 063 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 120.0000 16,800.00 140.000 16,800 064 PRE/POST CONSTRUCTION SURVEYS EA 3,073.0100 6,146.02 2.000 6,146 065 ADJUST ACCESS BOX (UTILITY) EA 1,900.0000 9,500.00 5.000 9,500 066 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 3,400.00 34.000 3,400.00 34.000 3,400 067 CHAIN LINK FENCE (TYPE CL-6) LF 110.0000 15,400.00 140.000 15,400 068 REMOVE FENCE LF 25.0000 3,500.00 140.000 3,500 069 RELOCATE FENCE LF 120.0000 3,360.00 28.000 3,360 070 REMOVE PAVEMENT MARKER EA 1.0000 5,880.00 5,880.000 5,880 071 REMOVE DELINEATOR EA 10.0000 9,200.00 99.000 990.00 309.000 3,090 072 RECONSTRUCT LANE SEPARATION SYSTEM LF 25.0000 5,000.00 184.190 4,604.75 184.190 4,604 073 DELINEATOR (CLASS 1) EA 60.0000 30,000.00 151.000 9,060.00 374.000 22,440 074 DELINEATOR (CLASS 2) EA 60.0000 36,000.00 96.000 5,760.00 651.000 39,060 075 GUARD RAILING DELINEATOR EA 19.0000 3,040.00 160.000 3,040 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 63,250.00 5,426.000 29,843 PROGRAM CAS145 PAGE 4 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MILEPOST MARKER EA 85.0000 6,630.00 76.000 6,460.00 76.000 6,460 078 MARKER (CULVERT) EA 60.0000 16,800.00 223.000 13,380.00 223.000 13,380 079 REMOVE MARKER EA 20.0000 7,200.00 236.000 4,720.00 236.000 4,720 080 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 10.000 1,500.00 10.000 1,500 081 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,500.00 22.000 2,200 082 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 500.00 0.000 0 083 RELOCATE ROADSIDE SIGN-TWO POST EA 375.0000 375.00 0.000 0 084 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.5000 95,580.00 274.250 8,090.38 2,729.250 80,512 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9500 3,349.50 137.500 2,193 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5700 47,622.70 1,310.500 29,577 (0.080"-FRAMED) 087 ROADSIDE SIGN - TWO POST EA 475.0000 4,275.00 2.000 950.00 8.000 3,800 088 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,000.00 3.000 600.00 3.000 600 EXISTING POST 089 INSTALL ROADSIDE SIGN EA 2,425.0000 94,575.00 12.000 29,100.00 43.000 104,275 (LAMINATED WOOD BOX POST) 090 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.9500 335,440.00 11,225.000 336,188 091 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 33.9500 189,441.00 5,500.000 186,725 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 330,400.00 304.870 24,389.60 5,686.640 454,931 093 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 54.9500 27,475.00 500.000 27,475 (STEEL POST) 094 TRANSITION RAILING (TYPE WB-31) EA 4,195.0000 79,705.00 25.000 104,875 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 795.0000 18,285.00 26.000 20,670 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 72,600.00 22.000 72,600 097 MAX TENSION MEDIAN EA 9,250.0000 92,500.00 10.000 92,500 098 ALTERNATIVE CRASH CUSHION SYSTEM EA 34,500.0000 69,000.00 2.000 69,000 099 CONCRETE BARRIER TRANSITION LF 1,050.0000 507,150.00 483.000 507,150 (F) 100 REMOVE GUARDRAIL LF 2.0000 34,600.00 17,533.000 35,066 101 REMOVE CONCRETE BARRIER LF 200.0000 20,400.00 102.000 20,400 102 REMOVE CRASH CUSHION EA 1,750.0000 3,500.00 2.000 3,500 103 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,400.00 315.000 2,520.00 315.000 2,520 PROGRAM CAS145 PAGE 5 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 45,815.00 14,906.280 81,984.54 14,906.280 81,984 (ENHANCED WET NIGHT VISIBILITY) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 72,100.00 33,950.000 11,882 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 106 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 361,600.00 15,575.000 12,460.00 33,940.000 27,152 (ENHANCED WET NIGHT VISIBILITY) 108 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 23,870.00 3,019.000 3,320.90 3,019.000 3,320 (ENHANCED WET NIGHT VISIBILITY) 109 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 72,520.00 227,484.000 31,847 110 6" RUMBLE STRIP STA 30.0000 38,400.00 1,272.000 38,160.00 1,272.000 38,160 (ASPHALT CONCRETE PAVEMENT) 111 12" RUMBLE STRIP STA 30.0000 54,000.00 1,754.030 52,620.90 1,754.030 52,620 (ASPHALT CONCRETE PAVEMENT) 112 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2500 56,042.50 0.000 0 113 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2500 9,652.50 0.000 0 (BROKEN 17-7) 114 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.123 922.50 0.891 6,682 SYSTEM ELEMENTS DURING CONSTRUCTION 115 MODIFYING TRAFFIC MONITORING STATIONS LS 89,000.0000 89,000.00 0.000 0 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 39,600.00 33.000 39,600 CONSTRUCTION) PROGRAM CAS145 PAGE 6 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0F8204 TIME 02:46 PM ESTIMATE NO. 013 BID OPENING 11/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 560,749.37 19,679,730.07 ADJUSTMENT OF COMPENSATION 0.00 794,237.65 EXTRA WORK 0.00 142,075.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 560,749.37 20,616,042.80 118 MOBILIZATION LS 2,078,638.7800 2,078,638.78 1.000 2,078,638 ORIGINAL CONTRACT AMOUNT 25,445,445.00 TOTAL WORK COMPLETED 560,749.37 22,694,681.58 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -3,000.00 TOTAL 559,749.37 22,691,681.58 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 02/23/22 175 04/19/22 04/19/22 06/13/23 161 110 2 0 82% 91% PROGRESS IS SATISFACTORY RYAN DUNNE RESIDENT ENGINEER