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 10/26/20 EST. NO. 002 TIME 01:34 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 10/26/20 EST. NO. 002 TIME 01:34 PM R.E. NAME: HOWARD GIANG 03-2H6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 LOCATION RERUN 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 -0.250 -750.00 0.750 2,250 003 TIME-RELATED OVERHEAD (LS) LS 150,000.0000 150,000.00 0.192 28,800.00 0.230 34,500 004 CONSTRUCTION AREA SIGNS LS 8,900.0000 8,900.00 0.462 4,111.80 0.500 4,450 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.192 28,800.00 0.230 34,500 006 TYPE III BARRICADE EA 60.0000 900.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,600.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 10,700.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,000.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 7,500.0000 7,500.00 0.192 1,440.00 0.230 1,725 SYSTEMS 011 TEMPORARY PAVEMENT MARKER EA 4.0000 3,280.00 0.000 0 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.192 3,840.00 0.230 4,600 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.192 2,880.00 0.230 3,450 014 TEMPORARY RAILING (TYPE K) LF 24.0000 41,760.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 21,000.00 0.000 0 016 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.192 6,720.00 0.230 8,050 017 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 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 14,250.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 TEMPORARY EROSION CONTROL BLANKET SQYD 5.5000 32,560.00 0.000 0 022 MOVE-IN/MOVE-OUT EA 450.0000 5,400.00 2.000 900.00 2.000 900 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 13.5000 1,080.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,500.00 0.000 0 026 TEMPORARY FIBER ROLL LF 2.6000 11,908.00 1,755.000 4,563.00 1,755.000 4,563 027 TEMPORARY GRAVEL BAG BERM LF 10.7000 7,383.00 0.000 0 028 TEMPORARY SILT FENCE LF 4.0000 24,600.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 1.000 4,200.00 1.000 4,200 030 STREET SWEEPING LS 50,000.0000 50,000.00 0.192 9,600.00 0.230 11,500 031 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.192 576.00 0.230 690 032 TREATED WOOD WASTE LB 0.2500 4,650.00 0.000 0 033 TEMPORARY SILT FENCE (ESA) LF 3.7500 6,750.00 1,730.000 6,487.50 1,730.000 6,487 034 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.192 7,680.00 0.230 9,200 035 ROADWAY EXCAVATION CY 29.0000 362,500.00 346.000 10,034.00 346.000 10,034 036 SHOULDER BACKING TON 225.0000 1,350.00 0.000 0 037 IMPORTED BORROW (CY) CY 27.0000 297,000.00 2,004.000 54,108.00 2,004.000 54,108 038 GEOSYNTHETIC REINFORCING FABRIC SQYD 3.5000 5,425.00 1,503.000 5,260.50 1,503.000 5,260 039 PIEZOMETER EA 4,000.0000 36,000.00 9.000 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 0.000 0 046 HOT MIX ASPHALT (TYPE A) TON 120.0000 478,800.00 0.000 0 047 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 1,503.000 4,509.00 1,503.000 4,509 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.4000 544.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 054 REMOVE ASPHALT CONCRETE DIKE LF 4.2000 7,644.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 48,600.00 0.000 0 056 24" REINFORCED CONCRETE PIPE LF 400.0000 84,000.00 0.000 0 057 CLASS 3 PERMEABLE MATERIAL CY 125.0000 130,000.00 1,002.000 125,250.00 1,002.000 125,250 058 PREFABRICATED VERTICAL DRAIN LF 3.0000 80,700.00 25,886.000 77,658.00 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 0.000 0 065 REMOVE DOWNDRAIN (EA) EA 1,000.0000 4,000.00 2.000 2,000.00 2.000 2,000 066 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 5,000.00 0.000 0 067 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 14,000.00 0.000 0 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 0.000 0 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,365.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 088 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 0.000 0 091 REMOVE GUARDRAIL LF 6.0000 7,320.00 0.000 0 092 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 0.000 0 099 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,770.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 101 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 475.00 0.000 0 102 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 0.192 1,440.00 0.230 1,725 FACILITIES 104 TRAFFIC COUNT STATION SYSTEM LS 30,000.0000 30,000.00 0.192 5,760.00 0.230 6,900 105 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 0.192 57,600.00 0.230 69,000 106 MODIFYING TRAFFIC SYSTEM ELEMENTS LS 115,000.0000 115,000.00 0.192 22,080.00 0.230 26,450 107 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 600,000.0000 600,000.00 0.192 115,200.00 0.230 138,000 108 MODIFYING AUTOMATIC VEHICLE LS 45,000.0000 45,000.00 0.192 8,640.00 0.230 10,350 CLASSIFICATION SYSTEM 109 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 40,000.0000 40,000.00 0.192 7,680.00 0.230 9,200 PROGRAM CAS145 PAGE 6 DATE 10/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 01:34 PM ESTIMATE NO. 002 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 10/20/20 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 10/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 643,067.80 713,310.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 643,067.80 713,310.00 110 MOBILIZATION LS 444,000.0000 444,000.00 0.750 333,000.00 0.750 333,000 ORIGINAL CONTRACT AMOUNT 4,983,694.50 TOTAL WORK COMPLETED 976,067.80 1,046,310.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 976,067.80 1,046,310.00 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 04/13/23 25 0 0 0 21% 24% PROGRESS IS SATISFACTORY HOWARD GIANG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/20