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 09/16/22 EST. NO. 017 TIME 11:15 AM 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 09/16/22 EST. NO. 017 TIME 11:15 AM 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 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 11:15 AM ESTIMATE NO. 017 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 09/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 09/16/22 LOCATION RERUN 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 0.250 4,387.50 1.000 17,550 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,111.7700 1,706,824.80 15.000 106,676.55 240.000 1,706,824 004 DISPUTE RESOLUTION BOARD ON-SITE EA 7,020.0000 42,120.00 1.000 7,020.00 5.000 35,100 MEETING 005 HOURLY OFF-SITE HR 234.0000 4,680.00 1.000 234.00 12.000 2,808 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 4,808.7000 4,808.70 0.250 1,202.18 1.000 4,808 007 TRAFFIC CONTROL SYSTEM LS 379,735.5100 379,735.51 0.062 23,543.60 1.000 379,735 008 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 0.250 8,102.25 1.000 32,409 010 TEMPORARY RAILING (TYPE K) LF 43.6700 13,101.00 75.000 3,275.25 300.000 13,101 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,291.9800 7,291.98 0.250 1,823.00 1.000 7,291 012 TEMPORARY RADAR SPEED FEEDBACK EA 3,042.0000 3,042.00 0.250 760.50 1.000 3,042 SIGN SYSTEM 013 JOB SITE MANAGEMENT LS 758,291.6300 758,291.63 0.062 47,014.08 1.000 758,291 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,680.0000 4,680.00 0.250 1,170.00 1.000 4,680 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 2,378 017 TEMPORARY FIBER ROLL LF 17.8400 3,568.00 200.000 3,568 018 STREET SWEEPING LS 23,400.0000 23,400.00 0.062 1,450.80 1.000 23,400 019 TEMPORARY CONCRETE WASHOUT LS 18,135.0000 18,135.00 0.062 1,124.37 1.000 18,135 020 WORK AREA MONITORING (BRIDGE) LS 63,659.7000 63,659.70 1.000 63,659 021 ROADWAY EXCAVATION CY 1,657.4900 273,485.85 128.000 212,158 (DEPARTMENT-GENERATED CONTAMINATED SOIL) PROGRAM CAS145 PAGE 2 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 11:15 AM ESTIMATE NO. 017 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 09/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.700 39,213.92 90.000 277,893 (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 1.000 591,301 033 PROTECTION SYSTEM (PRIMARY) LS 1,237,680.5300 1,237,680.53 0.200 247,536.11 1.000 1,237,680 034 PROTECTION SYSTEM (SECONDARY) EA 22,472.1700 561,804.25 25.000 561,804 035 TEMPORARY LATERAL BRACING LS 285,145.0700 285,145.07 1.000 285,145 036 JACKING SUPERSTRUCTURE (RETROFIT) LS 814,594.7000 814,594.70 1.000 814,594 037 STRUCTURAL CONCRETE, BRIDGE CY 32,000.9100 160,004.55 5.000 160,004 (F) 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 21,125.7500 8,450.30 0.400 8,450.30 0.400 8,450 (F) 039 DRILL AND BOND LF 132.6500 25,734.10 196.100 26,012 (HIGH STRENGTH ANCHOR BOLT) 040 INSTALL PTFE SPHERICAL BEARING EA 5,644.5800 248,361.52 44.000 248,361 041 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 30.000 198,808 (LEAD CORE RUBBER) 043 BAR REINFORCING STEEL (BRIDGE) LB 197.6600 83,610.18 423.000 83,610 (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 1,231,200.00 102,600.000 1,231,200 (F) 047 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 64,244.7000 64,244.70 1.000 64,244 048 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 56,998.8900 56,998.89 1.000 56,998 PROGRAM CAS145 PAGE 3 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 11:15 AM ESTIMATE NO. 017 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 09/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 262,080 050 SPOT BLAST CLEAN SQFT 219.9600 57,189.60 316.800 69,683 051 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 407.1600 329,799.60 810.000 329,799 052 BRIDGE REMOVAL (PORTION) LS 486,693.6800 486,693.68 1.000 486,693 053 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 80.000 21,233.60 80.000 21,233 (.079" THICK) 056 18" ANCHOR ASSEMBLY EA 1,638.1700 6,552.68 4.000 6,552.68 4.000 6,552 057 36" CORRUGATED STEEL PIPE RISER LF 1,801.1000 7,204.40 4.000 7,204.40 4.000 7,204 (.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 3.000 5,306.04 3.000 5,306 (F) 060 ROCK SLOPE PROTECTION CY 1,216.2400 9,729.92 8.000 9,729.92 8.000 9,729 (60 LB, CLASS II, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 113.8600 4,554.40 40.000 4,554.40 40.000 4,554 062 MISCELLANEOUS IRON AND STEEL LB 11.8900 2,806.04 236.000 2,806.04 236.000 2,806 (F) 063 MISCELLANEOUS METAL (BRIDGE) LB 8.6000 12,470.00 1,450.000 12,470 (F) 064 FURNISH AND INSTALL UNDERCUT ANCHOR LF 400.2000 92,046.00 229.995 92,044 (F) 065 CONCRETE BARRIER (TYPE K) LF 83.0600 43,191.20 520.000 43,191.20 520.000 43,191 066 CRASH CUSHION MODULE, SAND FILLED EA 580.4900 25,541.56 44.000 25,541.56 44.000 25,541 067 REMOVE GUARDRAIL LF 25.8300 13,044.15 505.000 13,044.15 505.000 13,044 PROGRAM CAS145 PAGE 4 DATE 09/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G8914 TIME 11:15 AM ESTIMATE NO. 017 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 09/20/22 R.E. NAME: CHAN PERRY DATE OF THIS ESTIMATE 09/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 642,148.40 13,383,782.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 443,952.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 642,148.40 13,827,735.25 068 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 642,148.40 15,257,069.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 642,148.40 15,257,069.20 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 09/21/22 236 12 0 0 98% 98% PROGRESS IS SATISFACTORY CHAN PERRY RESIDENT ENGINEER