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 07/21/22 EST. NO. 015 TIME 12:52 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 --------------------------------------------------------------------------- *** 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 07/21/22 EST. NO. 015 TIME 12:52 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 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 12:52 PM ESTIMATE NO. 015 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 07/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 07/21/22 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 17.000 120,900.09 208.000 1,479,248 004 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 0.071 26,961.22 0.867 329,230 008 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 0.071 53,838.71 0.867 657,438 014 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 3.000 2,378.73 3.000 2,378 017 TEMPORARY FIBER ROLL LF 17.8400 3,568.00 200.000 3,568 018 STREET SWEEPING LS 23,400.0000 23,400.00 0.071 1,661.40 0.867 20,287 019 TEMPORARY CONCRETE WASHOUT LS 18,135.0000 18,135.00 0.071 1,287.59 0.867 15,723 020 WORK AREA MONITORING (BRIDGE) LS 63,659.7000 63,659.70 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 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 12:52 PM ESTIMATE NO. 015 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 07/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 59,130.18 0.900 532,171 033 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 24.000 539,332 035 TEMPORARY LATERAL BRACING LS 285,145.0700 285,145.07 0.060 17,108.70 1.000 285,145 036 JACKING SUPERSTRUCTURE (RETROFIT) LS 814,594.7000 814,594.70 0.100 81,459.47 0.900 733,135 037 STRUCTURAL CONCRETE, BRIDGE CY 32,000.9100 160,004.55 1.400 44,801.27 2.250 72,002 (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 56.000 7,428.40 123.400 16,369 (HIGH STRENGTH ANCHOR BOLT) 040 INSTALL PTFE SPHERICAL BEARING EA 5,644.5800 248,361.52 13.000 73,379.54 36.000 203,204 041 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 29.000 192,181 (LEAD CORE RUBBER) 043 BAR REINFORCING STEEL (BRIDGE) LB 197.6600 83,610.18 124.000 24,509.84 167.000 33,009 (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 9,600.000 115,200.00 88,060.000 1,056,720 (F) 047 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 64,244.7000 64,244.70 0.100 6,424.47 0.900 57,820 048 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 56,998.8900 56,998.89 0.100 5,699.89 0.900 51,299 PROGRAM CAS145 PAGE 3 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 12:52 PM ESTIMATE NO. 015 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 07/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 39,312.00 0.800 209,664 050 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 55.000 22,393.80 785.500 319,824 052 BRIDGE REMOVAL (PORTION) LS 486,693.6800 486,693.68 0.100 48,669.37 0.900 438,024 053 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 12,470.00 619.500 5,327.70 944.000 8,118 (F) 064 FURNISH AND INSTALL UNDERCUT ANCHOR LF 400.2000 92,046.00 22.370 8,952.47 229.995 92,044 (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 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 12:52 PM ESTIMATE NO. 015 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 07/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 809,177.83 11,744,924.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 370,100.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 809,177.83 12,115,025.17 068 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 809,177.83 13,544,359.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 809,177.83 13,544,359.12 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 08/30/22 208 32 15 0 87% 82% PROGRESS IS SATISFACTORY CHAN PERRY RESIDENT ENGINEER