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 06/16/22 EST. NO. 013 TIME 01:09 PM R.E. NAME: CHAN PERRY 04-4G8914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0023 2,829.32 E.W. @ F.A.(+) 031422 N 0125.0 0024 86.24 040622 N 0126.0 0026 707.36 041822 N 0130.0 0027 1,113.76 042622 N 0131.0 007 0001 2,498.15 E.W. @ F.A.(+) 030822 N 0112.0 0002 1,465.17 030922 N 0113.0 0003 1,465.17 031022 N 0114.0 0004 2,192.61 031422 N 0115.0 0005 535.72 033122 N 0116.0 0006 4,664.66 031522 N 0117.0 0007 3,408.91 031622 N 0118.0 0008 3,223.35 031722 N 0119.0 0009 3,290.48 032322 N 0120.0 0010 1,958.67 032422 N 0121.0 0011 822.54 032322 N 0122.0 0012 869.68 032522 N 0123.0 0013 1,225.83 032822 N 0124.0 0014 1,587.28 030322 N 0110.0 0015 2,498.15 030722 N 0111.0 0016 1,878.20 021022 N 0095.0 0017 302.65 022522 N 0096.0 0018 3,285.43 021422 N 0097.0 0019 3,213.09 021522 N 0098.0 0020 231.12 021522 N 0099.0 0021 1,798.79 021622 N 0100.0 0022 4,196.20 021722 N 0101.0 0023 5,148.79 022822 N 0102.0 0024 5,026.81 022222 N 0103.0 0025 3,583.25 022322 N 0104.0 0026 1,995.71 022422 N 0105.0 0027 3,823.03 022522 N 0106.0 0028 170.01 022822 N 0107.0 0029 4,206.22 030122 N 0108.0 0030 1,810.80 030222 N 0109.0 0031 3,465.79 040422 N 0127.0 0032 4,050.65 040522 N 0128.0 0033 574.74 041922 N 0137.0 0034 2,367.09 042122 N 0138.0 0035 929.84 042122 N 0139.0 0036 3,235.02 041322 N 0135.0 0037 968.89 041822 N 0136.0 0038 692.13 041122 N 0132.0 0039 394.16 041122 N 0133.0 0040 656.94 041222 N 0134.0 94,448.40 TOTAL THIS ESTIMATE 275,651.86 TOTAL PREVIOUS ESTIMATE 370,100.26 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 06/16/22 EST. NO. 013 TIME 01:09 PM R.E. NAME: CHAN PERRY 04-4G8914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 01:09 PM ESTIMATE NO. 013 BID OPENING 03/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 06/16/22 LOCATION PROGRESS ESTIMATE 04-CC-580-5.8/5.8 ----------------- GOLDEN STATE BRIDGE INC IN CITY OF RICHMOND IN CONTRA COSTA 3701 MALLARD DRIVE COUNTY ON ROUTE 580, AT SCOFIELD BENICIA CA 94510 AVENUE UNDERCROSSING NO. 28... FED. AID NO. N O N E SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 19,260.1600 19,260.16 1.000 19,260 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 17,550.0000 17,550.00 0.750 13,162 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,111.7700 1,706,824.80 175.000 1,244,559 004 DISPUTE RESOLUTION BOARD ON-SITE EA 7,020.0000 42,120.00 4.000 28,080 MEETING 005 HOURLY OFF-SITE HR 234.0000 4,680.00 11.000 2,574 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 4,808.7000 4,808.70 0.750 3,606 007 TRAFFIC CONTROL SYSTEM LS 379,735.5100 379,735.51 0.067 25,442.28 0.796 302,269 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 702.0000 21,060.00 37.000 25,974 SYSTEM DAY 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,409.0000 32,409.00 0.750 24,306 010 TEMPORARY RAILING (TYPE K) LF 43.6700 13,101.00 225.000 9,825 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,291.9800 7,291.98 0.750 5,468 012 TEMPORARY RADAR SPEED FEEDBACK EA 3,042.0000 3,042.00 0.750 2,281 SIGN SYSTEM 013 JOB SITE MANAGEMENT LS 758,291.6300 758,291.63 0.067 50,805.54 0.796 603,600 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,680.0000 4,680.00 0.750 3,510 PLAN 015 TEMPORARY CHECK DAM LF 40.6800 1,220.40 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 792.9100 2,378.73 0.000 0 017 TEMPORARY FIBER ROLL LF 17.8400 3,568.00 200.000 3,568 018 STREET SWEEPING LS 23,400.0000 23,400.00 0.067 1,567.80 0.796 18,626 019 TEMPORARY CONCRETE WASHOUT LS 18,135.0000 18,135.00 0.067 1,215.05 0.796 14,435 020 WORK AREA MONITORING (BRIDGE) LS 63,659.7000 63,659.70 0.100 6,365.97 0.950 60,476 021 ROADWAY EXCAVATION CY 1,657.4900 273,485.85 128.000 212,158 (DEPARTMENT-GENERATED CONTAMINATED SOIL) PROGRAM CAS145 PAGE 2 DATE 06/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 01:09 PM ESTIMATE NO. 013 BID OPENING 03/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 06/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STRUCTURE EXCAVATION (BRIDGE) CY 4,610.9200 461,092.00 100.000 461,092 (F) 023 STRUCTURE BACKFILL (BRIDGE) CY 3,087.7100 277,893.90 77.300 238,679 (F) 024 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,170.0000 2,340.00 0.000 0 025 IMPORTED TOPSOIL (CY) CY 786.3600 3,931.80 0.000 0 026 DRY SEED (SQFT) SQFT 0.5500 3,135.00 0.000 0 027 BONDED FIBER MATRIX (SQFT) SQFT 0.2100 3,402.00 0.000 0 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.3200 17,292.00 0.000 0 029 HYDROMULCH (FIBER REINFORCED MATRIX) SQFT 0.8000 2,640.00 0.000 0 030 FIBER ROLLS LF 7.4400 5,022.00 0.000 0 031 HYDROSEED SQFT 0.8100 2,673.00 0.000 0 (HYDRAULIC BIOTIC GROWTH MEDIUM) 032 TEMPORARY SUPPORT LS 591,301.8400 591,301.84 0.100 59,130.18 0.800 473,041 033 PROTECTION SYSTEM (PRIMARY) LS 1,237,680.5300 1,237,680.53 0.700 866,376 034 PROTECTION SYSTEM (SECONDARY) EA 22,472.1700 561,804.25 23.000 516,859 035 TEMPORARY LATERAL BRACING LS 285,145.0700 285,145.07 0.060 17,108.70 0.940 268,036 036 JACKING SUPERSTRUCTURE (RETROFIT) LS 814,594.7000 814,594.70 0.100 81,459.47 0.800 651,675 037 STRUCTURAL CONCRETE, BRIDGE CY 32,000.9100 160,004.55 0.450 14,400 (F) 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 21,125.7500 8,450.30 0.000 0 (F) 039 DRILL AND BOND LF 132.6500 25,734.10 26.700 3,541.76 67.400 8,940 (HIGH STRENGTH ANCHOR BOLT) 040 INSTALL PTFE SPHERICAL BEARING EA 5,644.5800 248,361.52 10.000 56,445.80 23.000 129,825 041 FURNISH ISOLATION BEARING EA 17,447.7600 17,447.76 1.000 17,447 (LEAD CORE RUBBER) 042 INSTALL ISOLATION BEARING EA 6,626.9400 198,808.20 3.000 19,880.82 26.000 172,300 (LEAD CORE RUBBER) 043 BAR REINFORCING STEEL (BRIDGE) LB 197.6600 83,610.18 21.000 4,150.86 43.000 8,499 (F) 044 ASPHALT MEMBRANE WATERPROOFING SQFT 82.1800 98,616.00 1,200.000 98,616 (F) 045 FURNISH STRUCTURAL STEEL (BRIDGE) LB 9.2500 592,000.00 64,000.000 592,000 (F) 046 ERECT STRUCTURAL STEEL (BRIDGE) LB 12.0000 1,231,200.00 6,300.000 75,600.00 78,460.000 941,520 (F) 047 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 64,244.7000 64,244.70 0.150 9,636.71 0.800 51,395 048 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 56,998.8900 56,998.89 0.150 8,549.83 0.800 45,599 PROGRAM CAS145 PAGE 3 DATE 06/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 01:09 PM ESTIMATE NO. 013 BID OPENING 03/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 06/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CLEAN AND PAINT STRUCTURAL STEEL LS 262,080.0000 262,080.00 0.200 52,416.00 0.650 170,352 050 SPOT BLAST CLEAN SQFT 219.9600 57,189.60 316.800 69,683 051 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 407.1600 329,799.60 695.500 283,179 052 BRIDGE REMOVAL (PORTION) LS 486,693.6800 486,693.68 0.800 389,354 053 FURNISH STEEL COLUMN CASING (BOLTED) LB 13.9800 577,374.00 41,300.000 577,374 (F) 054 INSTALL STEEL COLUMN CASING (BOLTED) LB 8.1300 1,065,030.00 131,000.000 1,065,030 (F) 055 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 265.4200 21,233.60 0.000 0 (.079" THICK) 056 18" ANCHOR ASSEMBLY EA 1,638.1700 6,552.68 0.000 0 057 36" CORRUGATED STEEL PIPE RISER LF 1,801.1000 7,204.40 0.000 0 (.109" THICK) 058 DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM SQFT 39.5200 130,416.00 0.000 0 059 SLOPE PAVING (CONCRETE) CY 1,768.6800 5,306.04 0.000 0 (F) 060 ROCK SLOPE PROTECTION CY 1,216.2400 9,729.92 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 113.8600 4,554.40 0.000 0 062 MISCELLANEOUS IRON AND STEEL LB 11.8900 2,806.04 0.000 0 (F) 063 MISCELLANEOUS METAL (BRIDGE) LB 8.6000 12,470.00 112.000 963.20 324.500 2,790 (F) 064 FURNISH AND INSTALL UNDERCUT ANCHOR LF 400.2000 92,046.00 4.375 1,750.88 207.625 83,091 (F) 065 CONCRETE BARRIER (TYPE K) LF 83.0600 43,191.20 0.000 0 066 CRASH CUSHION MODULE, SAND FILLED EA 580.4900 25,541.56 0.000 0 067 REMOVE GUARDRAIL LF 25.8300 13,044.15 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 01:09 PM ESTIMATE NO. 013 BID OPENING 03/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 06/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 476,030.85 10,794,907.79 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 94,448.40 370,100.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 570,479.25 11,165,008.05 068 MOBILIZATION LS 1,429,333.9500 1,429,333.95 1.000 1,429,333 ORIGINAL CONTRACT AMOUNT 15,037,723.57 TOTAL WORK COMPLETED 570,479.25 12,594,342.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 570,479.25 12,594,342.00 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 04/13/21 240 06/07/21 06/07/21 09/30/22 191 10 0 0 81% 80% PROGRESS IS SATISFACTORY CHAN PERRY RESIDENT ENGINEER