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 10/22/21 EST. NO. 014 TIME 03:10 PM R.E. NAME: HOWARD GIANG 03-2H6404 --------------------------------------------------------------------------- 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 10/22/21 EST. NO. 014 TIME 03:10 PM R.E. NAME: HOWARD GIANG 03-2H6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/20 -2,000.00 003 RETURN DEDUCT 11/20 2,000.00 004 PER LTR DATED 1/21 -3,000.00 005 PER 5/21 LETTER -4,000.00 009 RELEASE 5/21 DEDUCT 4,000.00 012 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 LOCATION PROGRESS ESTIMATE 03-SAC-12-0.6/0.6 ----------------- O.C. JONES & SONS, INC. IN SACRAMENTO COUNTY NEAR RIO VISTA 1520 FOURTH STREET; ON ROUTE 12 FROM 0.6 MILE EAST OF BERKELEY CA 94710 SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 FED. AID NO. N O N E INTERSECTION IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.800 2,400 003 TIME-RELATED OVERHEAD (LS) LS 150,000.0000 150,000.00 0.800 120,000 004 CONSTRUCTION AREA SIGNS LS 8,900.0000 8,900.00 0.750 6,675 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000 006 TYPE III BARRICADE EA 60.0000 900.00 5.000 300.00 10.000 600 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,600.00 818.000 2,045 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 10,700.00 18,235.000 9,117 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,000.00 150.000 5,250 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 7,500.0000 7,500.00 0.100 750.00 0.850 6,375 SYSTEMS 011 TEMPORARY PAVEMENT MARKER EA 4.0000 3,280.00 540.000 2,160 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.700 14,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.800 12,000 014 TEMPORARY RAILING (TYPE K) LF 24.0000 41,760.00 1,640.000 39,360 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 21,000.00 5.000 17,500 016 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.750 26,250 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 8.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 14,250.00 6.000 2,250 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 TEMPORARY EROSION CONTROL BLANKET SQYD 5.5000 32,560.00 745.000 4,097 022 MOVE-IN/MOVE-OUT EA 450.0000 5,400.00 8.000 3,600 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.1000 960.00 9,600.000 960 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 13.5000 1,080.00 60.000 810 025 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,500.00 4.000 1,000 026 TEMPORARY FIBER ROLL LF 2.6000 11,908.00 5,625.000 14,625 027 TEMPORARY GRAVEL BAG BERM LF 10.7000 7,383.00 0.000 0 028 TEMPORARY SILT FENCE LF 4.0000 24,600.00 184.000 736 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 3.000 12,600 030 STREET SWEEPING LS 50,000.0000 50,000.00 0.790 39,500 031 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.500 1,500 032 TREATED WOOD WASTE LB 0.2500 4,650.00 7,625.000 1,906 033 TEMPORARY SILT FENCE (ESA) LF 3.7500 6,750.00 1,800.000 6,750 034 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.950 38,000 035 ROADWAY EXCAVATION CY 29.0000 362,500.00 6,712.000 194,648 036 SHOULDER BACKING TON 225.0000 1,350.00 0.000 0 037 IMPORTED BORROW (CY) CY 27.0000 297,000.00 10,686.000 288,522 038 GEOSYNTHETIC REINFORCING FABRIC SQYD 3.5000 5,425.00 1,550.000 5,425 039 PIEZOMETER EA 4,000.0000 36,000.00 9.000 36,000 040 BONDED FIBER MATRIX (SQFT) SQFT 0.1700 18,870.00 0.000 0 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 31,800.00 0.000 0 042 FIBER ROLLS LF 3.1000 28,396.00 0.000 0 043 COMPOST (CY) CY 67.2500 22,865.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0800 8,880.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 79.0000 294,670.00 700.000 55,300.00 2,978.000 235,262 046 HOT MIX ASPHALT (TYPE A) TON 120.0000 478,800.00 2,459.570 295,148.40 3,447.570 413,708 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.0000 481,120.00 0.000 0 048 GEOSYNTHETIC FILTER FABRIC SQYD 3.0000 4,650.00 1,550.000 4,650 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.4000 544.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.4000 2,414.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.4000 3,230.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 140.0000 6,160.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 1,400.0000 8,400.00 0.500 700 054 REMOVE ASPHALT CONCRETE DIKE LF 4.2000 7,644.00 1,820.000 7,644 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 48,600.00 1,800.000 4,860.00 1,800.000 4,860 056 24" REINFORCED CONCRETE PIPE LF 400.0000 84,000.00 180.000 72,000.00 180.000 72,000 057 CLASS 3 PERMEABLE MATERIAL CY 125.0000 130,000.00 1,040.000 130,000 058 PREFABRICATED VERTICAL DRAIN LF 3.0000 80,700.00 25,886.000 77,658 059 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 8,000.00 0.000 0 060 8" ENTRANCE TAPER EA 1,200.0000 2,400.00 0.000 0 061 8" ANCHOR ASSEMBLY EA 1,300.0000 2,600.00 0.000 0 062 24" CONCRETE FLARED END SECTION EA 2,200.0000 8,800.00 0.000 0 063 ABANDON CULVERT (EA) EA 4,200.0000 12,600.00 0.000 0 064 REMOVE ENTRANCE TAPER EA 1,000.0000 4,000.00 4.000 4,000 065 REMOVE DOWNDRAIN (EA) EA 1,000.0000 4,000.00 4.000 4,000 066 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 5,000.00 3.000 3,000 067 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 14,000.00 5.000 7,000 CONSTRUCTION) 068 DELINEATOR (CLASS 1) EA 35.0000 1,540.00 0.000 0 069 DELINEATOR (SURFACE MOUNTED) EA 35.0000 70.00 0.000 0 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,480.00 0.000 0 071 MILEPOST MARKER EA 35.0000 210.00 0.000 0 072 REMOVE ROADSIDE SIGN EA 75.0000 1,125.00 0.000 0 073 REMOVE ROADSIDE SIGN PANEL EA 50.0000 150.00 0.000 0 074 RESET ROADSIDE SIGN EA 175.0000 525.00 0.000 0 075 RELOCATE ROADSIDE SIGN EA 175.0000 1,400.00 1.000 175 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,365.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 18.7500 4,125.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 192.50 0.000 0 (0.080"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 24.2500 630.50 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 080 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 37.0000 3,182.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 081 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 29.5000 826.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 RETROFLECTIVE SHEETING (XI) SQFT 4.0000 1,440.00 0.000 0 083 ROADSIDE SIGN - ONE POST EA 275.0000 6,050.00 0.000 0 084 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 0.000 0 085 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 525.00 0.000 0 METHOD) 086 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 450.00 0.000 0 EXISTING POST 087 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.5000 33,550.00 600.000 16,500.00 1,125.000 30,937 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 40,800.00 0.000 0 089 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 0.000 0 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 1.000 3,000 091 REMOVE GUARDRAIL LF 6.0000 7,320.00 1,212.600 7,275 092 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 10,920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 70.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 305.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 095 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 18,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,730.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 098 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 3,586.50 4,903.000 2,206 099 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,770.00 214.000 642 PROGRAM CAS145 PAGE 5 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 100 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 2,233.00 3,553.000 1,954 101 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 475.00 62.000 310 102 12" RUMBLE STRIP STA 115.0000 6,210.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 103 LOCATING AND MAPPING UNDERGROUND LS 7,500.0000 7,500.00 1.000 7,500 FACILITIES 104 TRAFFIC COUNT STATION SYSTEM LS 30,000.0000 30,000.00 0.600 18,000 105 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 0.090 27,000.00 0.910 273,000 106 MODIFYING TRAFFIC SYSTEM ELEMENTS LS 115,000.0000 115,000.00 0.170 19,550.00 0.860 98,900 107 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 600,000.0000 600,000.00 0.040 24,000.00 0.760 456,000 108 MODIFYING AUTOMATIC VEHICLE LS 45,000.0000 45,000.00 0.850 38,250 CLASSIFICATION SYSTEM 109 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 6 DATE 10/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 03:10 PM ESTIMATE NO. 014 BID OPENING 04/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 515,408.40 3,006,095.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 34,985.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 515,408.40 3,041,080.26 110 MOBILIZATION LS 444,000.0000 444,000.00 1.000 444,000 ORIGINAL CONTRACT AMOUNT 4,983,694.50 TOTAL WORK COMPLETED 515,408.40 3,485,080.26 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 515,408.40 3,482,080.26 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 06/18/20 105 09/15/20 09/15/20 12/09/21 72 201 0 0 69% 69% PROGRESS IS SATISFACTORY HOWARD GIANG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/21