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. 011 TIME 02:06 PM R.E. NAME: TRINH, JASON 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 --------------------------------------------------------------------------- 002 0033 4,031.69 E.W. @ F.A.(+) 091421 N 0021.0 003 0003 1,796.75 E.W. @ F.A.(+) 031822 N 0086.0 004 0017 1,825.92 E.W. @ F.A.(+) 120821 N 0075.0 0018 3,886.90 011722 N 0076.0 0019 1,153.35 020122 N 0077.0 0020 3,074.98 012922 N 0078.0 0021 11,144.67 113021 N 0079.0 0022 21,750.37 112621 N 0080.0 0023 689.94 031422 N 0087.0 0024 281.17 032522 N 0088.0 0025 16,169.18 021022 N 0089.0 005 0018 848.94 E.W. @ F.A.(+) 032522 N 0090.0 0019 1,870.25 032822 N 0091.0 0020 876.17 033022 N 0092.0 0021 589.45 040422 N 0093.0 0022 415.80 022822 N 0094.0 006 0001 96,624.46 E.W. @ L.S.(+) 041522 N GSB014 167,029.99 TOTAL THIS ESTIMATE 108,503.99 TOTAL PREVIOUS ESTIMATE 275,533.98 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. 011 TIME 02:06 PM R.E. NAME: TRINH, JASON 04-4G8914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 02:06 PM ESTIMATE NO. 011 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 04/20/22 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 04/21/22 LOCATION RERUN PROGRESS ESTIMATE 04-CC-580-5.8/5.8 ----------------------- GOLDEN STATE BRIDGE INC IN CITY OF RICHMOND IN CONTRA COSTA 901 HOWE RD COUNTY ON ROUTE 580, AT SCOFIELD MARTINEZ CA 94553 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 0.250 4,387.50 0.500 8,775 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,111.7700 1,706,824.80 13.000 92,453.01 158.000 1,123,659 004 DISPUTE RESOLUTION BOARD ON-SITE EA 7,020.0000 42,120.00 3.000 21,060 MEETING 005 HOURLY OFF-SITE HR 234.0000 4,680.00 9.000 2,106 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 0.054 20,505.72 0.658 249,865 008 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 0.054 40,947.75 0.658 498,955 014 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 0.054 1,263.60 0.658 15,397 019 TEMPORARY CONCRETE WASHOUT LS 18,135.0000 18,135.00 0.054 979.29 0.658 11,932 020 WORK AREA MONITORING (BRIDGE) LS 63,659.7000 63,659.70 0.850 54,110 021 ROADWAY EXCAVATION CY 1,657.4900 273,485.85 128.000 212,158 (DEPARTMENT-GENERATED CONTAMINATED SOIL) PROGRAM CAS145 PAGE 2 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 02:06 PM ESTIMATE NO. 011 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 04/20/22 R.E. NAME: TRINH, JASON 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 354,781 033 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 1.000 22,472.17 21.000 471,915 035 TEMPORARY LATERAL BRACING LS 285,145.0700 285,145.07 0.820 233,818 036 JACKING SUPERSTRUCTURE (RETROFIT) LS 814,594.7000 814,594.70 0.250 203,648.68 0.600 488,756 037 STRUCTURAL CONCRETE, BRIDGE CY 32,000.9100 160,004.55 0.200 6,400.18 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 11.000 1,459.15 14.000 1,857 (HIGH STRENGTH ANCHOR BOLT) 040 INSTALL PTFE SPHERICAL BEARING EA 5,644.5800 248,361.52 3.000 16,933.74 3.000 16,933 041 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 6.000 39,761.64 19.000 125,911 (LEAD CORE RUBBER) 043 BAR REINFORCING STEEL (BRIDGE) LB 197.6600 83,610.18 22.000 4,348 (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 14,300.000 171,600.00 58,760.000 705,120 (F) 047 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 64,244.7000 64,244.70 0.200 12,848.94 0.500 32,122 048 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 56,998.8900 56,998.89 0.200 11,399.78 0.500 28,499 PROGRAM CAS145 PAGE 3 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 02:06 PM ESTIMATE NO. 011 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 04/20/22 R.E. NAME: TRINH, JASON 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 ------------------------------------------------------------------------------------------------------------------------------------ 049 CLEAN AND PAINT STRUCTURAL STEEL LS 262,080.0000 262,080.00 0.100 26,208.00 0.100 26,208 050 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 10.500 4,275.18 660.500 268,929 052 BRIDGE REMOVAL (PORTION) LS 486,693.6800 486,693.68 0.100 48,669.37 0.750 365,020 053 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 1,403.000 11,406.39 131,000.000 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 12.000 103.20 30.000 258 (F) 064 FURNISH AND INSTALL UNDERCUT ANCHOR LF 400.2000 92,046.00 17.500 7,003.50 194.500 77,838 (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 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 02:06 PM ESTIMATE NO. 011 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 04/20/22 R.E. NAME: TRINH, JASON 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 744,726.79 9,498,843.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 167,029.99 275,533.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 911,756.78 9,774,377.34 068 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 911,756.78 11,203,711.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 911,756.78 11,203,711.29 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 09/19/22 158 10 0 0 73% 66% PROGRESS IS SATISFACTORY TRINH, JASON RESIDENT ENGINEER