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 01/25/22 EST. NO. 017 TIME 11:12 AM 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 01/25/22 EST. NO. 017 TIME 11:12 AM 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 PER 11/21 LTR -3,000.00 015 RELEASE 11/21 DEDUCT 3,000.00 016 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 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 0.900 135,000 004 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 0.050 7,500.00 1.000 150,000 006 TYPE III BARRICADE EA 60.0000 900.00 15.000 900 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,600.00 1,018.000 2,545 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 10,700.00 19,619.000 9,809 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,000.00 30.000 1,050.00 200.000 7,000 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 7,500.0000 7,500.00 0.950 7,125 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 0.050 1,000.00 1.000 20,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.100 1,500.00 1.000 15,000 014 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 0.900 31,500 017 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 10.000 5,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 14,250.00 8.000 3,000 020 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 2.000 900.00 10.000 4,500 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 135.00 80.000 1,080 025 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,500.00 2.000 500.00 6.000 1,500 026 TEMPORARY FIBER ROLL LF 2.6000 11,908.00 5,625.000 14,625 027 TEMPORARY GRAVEL BAG BERM LF 10.7000 7,383.00 166.000 1,776.20 690.000 7,383 028 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 0.950 47,500 031 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 032 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 2,788.000 80,852.00 12,500.000 362,500 036 SHOULDER BACKING TON 225.0000 1,350.00 6.000 1,350 037 IMPORTED BORROW (CY) CY 27.0000 297,000.00 11,000.000 297,000 038 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 22,865.00 118.000 7,935.50 223.000 14,996 044 INCORPORATE MATERIALS SQFT 0.0800 8,880.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 79.0000 294,670.00 352.000 27,808.00 3,730.000 294,670 046 HOT MIX ASPHALT (TYPE A) TON 120.0000 478,800.00 7,669.560 920,347 047 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 544.00 160.000 544.00 160.000 544 PROGRAM CAS145 PAGE 3 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,414.00 710.000 2,414.00 710.000 2,414 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.4000 3,230.00 950.000 3,230.00 950.000 3,230 052 PLACE HOT MIX ASPHALT SQYD 140.0000 6,160.00 44.000 6,160 (MISCELLANEOUS AREA) 053 TACK COAT TON 1,400.0000 8,400.00 8.630 12,082 054 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 18,000.000 48,600 056 24" REINFORCED CONCRETE PIPE LF 400.0000 84,000.00 187.000 74,800.00 187.000 74,800 057 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 80.000 8,000 060 8" ENTRANCE TAPER EA 1,200.0000 2,400.00 2.000 2,400 061 8" ANCHOR ASSEMBLY EA 1,300.0000 2,600.00 2.000 2,600 062 24" CONCRETE FLARED END SECTION EA 2,200.0000 8,800.00 4.000 8,800.00 4.000 8,800 063 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 5.000 5,000 067 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 14,000.00 10.000 14,000 CONSTRUCTION) 068 DELINEATOR (CLASS 1) EA 35.0000 1,540.00 44.000 1,540.00 44.000 1,540 069 DELINEATOR (SURFACE MOUNTED) EA 35.0000 70.00 2.000 70.00 2.000 70 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,480.00 572.000 2,288 071 MILEPOST MARKER EA 35.0000 210.00 6.000 210.00 6.000 210 072 REMOVE ROADSIDE SIGN EA 75.0000 1,125.00 15.000 1,125 073 REMOVE ROADSIDE SIGN PANEL EA 50.0000 150.00 3.000 150 074 RESET ROADSIDE SIGN EA 175.0000 525.00 0.000 0 075 RELOCATE ROADSIDE SIGN EA 175.0000 1,400.00 8.000 1,400 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,365.00 52.500 918 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,125.00 155.220 2,910 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 192.50 13.500 185 (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 85.500 3,163 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 081 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 29.5000 826.00 28.000 826 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 RETROFLECTIVE SHEETING (XI) SQFT 4.0000 1,440.00 268.720 1,074 083 ROADSIDE SIGN - ONE POST EA 275.0000 6,050.00 22.000 6,050 084 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 6.000 2,400 085 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 525.00 7.000 525 METHOD) 086 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 450.00 6.000 450 EXISTING POST 087 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.5000 33,550.00 1,220.000 33,550 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 40,800.00 -32.000 -2,560.00 478.000 38,240 089 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 2.000 1,200 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000 091 REMOVE GUARDRAIL LF 6.0000 7,320.00 1,220.000 7,320 092 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 10,920.00 1,268.000 8,876 (ENHANCED WET NIGHT VISIBILITY) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 70.00 135.000 67 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 305.00 440.000 220 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 095 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,600.00 1,910.000 955 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 18,640.00 18,425.000 14,740 (ENHANCED WET NIGHT VISIBILITY) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,730.00 1,514.000 2,271 (ENHANCED WET NIGHT VISIBILITY) 098 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 3,586.50 7,684.000 3,457 099 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,770.00 226.000 678.00 590.000 1,770 PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,060.000 2,233 101 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 475.00 95.000 475 102 12" RUMBLE STRIP STA 115.0000 6,210.00 54.000 6,210 (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 0.910 273,000 106 MODIFYING TRAFFIC SYSTEM ELEMENTS LS 115,000.0000 115,000.00 0.860 98,900 107 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 600,000.0000 600,000.00 0.830 498,000 108 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6404 TIME 11:12 AM ESTIMATE NO. 017 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 01/20/22 R.E. NAME: HOWARD GIANG DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 220,682.70 4,082,805.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 34,985.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 220,682.70 4,117,790.65 110 MOBILIZATION LS 444,000.0000 444,000.00 1.000 444,000 ORIGINAL CONTRACT AMOUNT 4,983,694.50 TOTAL WORK COMPLETED 220,682.70 4,561,790.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 220,682.70 4,558,790.65 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 02/04/22 94 241 0 0 87% 90% PROGRESS IS SATISFACTORY HOWARD GIANG RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22