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 01/19/24 EST. NO. 004 TIME 11:07 AM R.E. NAME: TRAN, QUANG 04-3Q5804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 3,575.02 E.W. @ F.A.(+) 102723 N 0001.0 005 0001 3,000.00 A.C. @ L.S.(+) 011624 N 001 0 6,575.02 TOTAL THIS ESTIMATE 65,592.36 TOTAL PREVIOUS ESTIMATE 72,167.38 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 01/19/24 EST. NO. 004 TIME 11:07 AM R.E. NAME: TRAN, QUANG 04-3Q5804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3Q5804 TIME 11:07 AM ESTIMATE NO. 004 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 01/19/24 LOCATION PROGRESS ESTIMATE 04-VAR ----------------- BRIDGEWAY CIVIL CONSTRUCTORS, SOLANO COUNTY AT VARIOUS LOCATIONS INC. 3333 VACA VALLEY PARKWAY, SUI VACAVILLE CA 95688 FED. AID NO. N O N E PLACE POLYESTER CONCRETE OVERLAY AND CONST ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,300.0000 2,300.00 1.000 2,300 002 TIME-RELATED OVERHEAD (WDAY) WDAY 3,200.0000 144,000.00 45.000 144,000 003 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 004 TRAFFIC CONTROL SYSTEM LS 88,000.0000 88,000.00 1.000 88,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,300.0000 28,600.00 32.000 41,600 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 525.0000 23,625.00 36.000 18,900 SYSTEM DAY 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1,400.0000 30,800.00 9.000 12,600 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 1.000 800 010 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 011 TEMPORARY CONCRETE WASHOUT LS 1,400.0000 1,400.00 1.000 1,400 012 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 3,400.00 1,700.000 3,400 STRIPE (HAZARDOUS WASTE) 013 TREATED WOOD WASTE LB 2.1000 1,386.00 660.000 1,386 014 ROADWAY EXCAVATION CY 360.0000 7,200.00 20.000 7,200 015 IMPORTED BORROW (CY) CY 250.0000 10,000.00 40.000 10,000 016 HOT MIX ASPHALT (TYPE A) TON 1,100.0000 143,000.00 144.750 159,225 017 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 100.0000 6,300.00 135.000 13,500 018 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 1,260.00 63.000 1,260 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 100.0000 76,000.00 760.000 76,000 020 TEMPORARY SUPPORT LS 229,000.0000 229,000.00 1.000 229,000 021 AGGREGATE BASE (APPROACH SLAB) CY 238.0000 1,428.00 6.000 1,428 022 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 3,250.0000 191,750.00 61.000 198,250 R) PROGRAM CAS145 PAGE 2 DATE 01/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3Q5804 TIME 11:07 AM ESTIMATE NO. 004 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 01/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURAL CONCRETE, DRAINAGE INLET CY 8,300.0000 19,090.00 1.800 14,940 (F) 024 CLEAN EXPANSION JOINT LF 16.0000 11,424.00 731.000 11,696 025 JOINT SEAL (MR 1/2") LF 75.0000 27,150.00 476.230 35,717 026 JOINT SEAL (MR 1") LF 87.0000 30,972.00 255.500 22,228 027 PUBLIC SAFETY PLAN LS 7,000.0000 7,000.00 1.000 7,000 028 RAPID SETTING CONCRETE (PATCH) CF 120.0000 9,372.00 92.200 11,064 029 REMOVE UNSOUND CONCRETE CF 58.0000 4,529.80 92.200 5,347 030 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2500 38,628.75 33,738.000 42,172 031 FURNISH POLYESTER CONCRETE OVERLAY CF 108.0000 221,940.00 2,234.000 241,272 032 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 71,925.00 20,550.000 71,925 (F) 033 TREAT BRIDGE DECK SQFT 1.0000 10,353.00 13,188.000 13,188 (F) 034 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 100.0000 11,500.00 146.500 14,650 035 BRIDGE REMOVAL (PORTION) LS 5,000.0000 5,000.00 1.000 5,000 036 REPLACE BEARING PAD EA 2,000.0000 24,000.00 12.000 24,000 037 PAINT BRIDGE IDENTIFICATION EA 368.0000 1,104.00 3.000 1,104 038 18" CORRUGATED STEEL PIPE CONDUIT (.079" LF 442.0000 5,304.00 12.000 5,304 THICK) 039 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 240.0000 2,880.00 12.000 2,880 (.079" THICK) 040 18" ANCHOR ASSEMBLY EA 920.0000 2,760.00 3.000 2,760 041 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 315.0000 6,300.00 0.000 0 METHOD B) (CY) 042 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 320.00 40.000 320 043 MISCELLANEOUS IRON AND STEEL LB 8.0000 5,280.00 660.000 5,280 (F) 044 REMOVE PAVEMENT MARKER EA 1.6000 160.00 116.000 185 045 PAVEMENT MARKER (RETROREFLECTIVE) EA 27.0000 2,700.00 177.000 4,779 046 OBJECT MARKER (TYPE P) EA 80.0000 1,040.00 13.000 1,040 047 REMOVE ROADSIDE SIGN EA 160.0000 960.00 6.000 960 048 REMOVE SIGN PANEL EA 160.0000 320.00 2.000 320 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,650.00 75.000 1,650 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 01/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3Q5804 TIME 11:07 AM ESTIMATE NO. 004 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 01/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 572.00 26.000 572 (0.080"-UNFRAMED) 051 ROADSIDE SIGN - ONE POST EA 510.0000 3,060.00 6.000 3,060 052 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 3,200.0000 12,800.00 8.000 25,600 053 RECONSTRUCT GUARDRAIL LF 16.0000 1,008.00 64.000 1,024 054 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 3,500.00 1,407.000 2,462 055 12" RUMBLE STRIP (ASPHALT CONCRETE STA 400.0000 400.00 1.000 400 PAVEMENT) 056 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 22.0000 37,400.00 1,760.000 38,720 057 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 37,400.00 1,700.000 37,400 (WARRANTY) 058 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 20.0000 23,600.00 1,210.000 24,200 (WARRANTY) (BROKEN 36-12) 059 REPLACE FLASHING BEACON PULL BOX AND EA 15,000.0000 15,000.00 1.000 15,000 COVER PROGRAM CAS145 PAGE 4 DATE 01/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3Q5804 TIME 11:07 AM ESTIMATE NO. 004 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 01/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,785,470.70 ADJUSTMENT OF COMPENSATION 3,000.00 68,592.36 EXTRA WORK 3,575.02 3,575.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,575.02 1,857,638.08 060 MOBILIZATION LS 180,000.0000 180,000.00 1.000 180,000 ORIGINAL CONTRACT AMOUNT 1,908,651.55 TOTAL WORK COMPLETED 6,575.02 2,037,638.08 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 6,575.02 2,037,638.08 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 07/24/23 45 08/15/23 08/15/23 12/13/23 45 9 0 0 97% 100% PROGRESS IS SATISFACTORY TRAN, QUANG RESIDENT ENGINEER