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 09/20/22 EST. NO. 018 TIME 06:20 PM R.E. NAME: IAN NGUYEN 05-1H0604 --------------------------------------------------------------------------- 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 0049 141.50 E.W. @ F.A.(+) 031822 N 0085.0 0050 507.93 031922 N 0086.0 006 0013 7,700.00 E.W. @ F.A.(+) 011921 N 0001.3 009 0001 4,877.50 E.W. @ F.A.(+) 012722 N 0058.0 0002 5,131.62 012822 N 0059.0 0003 947.65 012822 N 0094.0 0004 2,406.62 020422 N 0095.0 010 0009 44,008.99 E.W. @ F.A.(+) 051221 N 0025.2 0010 3,874.54 051221 N 0025.3 69,596.35 TOTAL THIS ESTIMATE 332,186.40 TOTAL PREVIOUS ESTIMATE 401,782.75 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 09/20/22 EST. NO. 018 TIME 06:20 PM R.E. NAME: IAN NGUYEN 05-1H0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 011 RECD ANNUAL CEM-4401 10,000.00 016 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 015 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 LOCATION PROGRESS ESTIMATE 05-SCR-1-16.7/17.0 ----------------- 05-SCR-17-0.0/0.3 A. TEICHERT AND SON, INC. DBA IN SANTA CRUZ COUNTY, IN SANTA CRUZ TEICHERT CONSTRUCTION FROM 0.3 MILE SOUTH OF ROUTE 1/17 400 SUNRISE BLVD.; SEPARATION ON ROUTE 1 TO 0.4 MILE ROSEVILLE CA 95661 SOUTH OF PASATIEMPO OVERCROSSING ON ROUTE 17 FED. AID NO. HSNH-X087(32)E CONSTRUCT RAMP SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 1.000 5,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,900.0000 370,500.00 195.000 370,500 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 1.000 19,000 007 TRAFFIC CONTROL SYSTEM LS 71,945.0000 71,945.00 1.000 71,945 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.6000 18,460.00 5,119.000 13,309 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,995.00 54.000 1,890 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 235.0000 11,750.00 50.000 11,750 SYSTEM DAY 011 TEMPORARY PAVEMENT MARKER EA 4.0000 760.00 108.000 432 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,500.0000 23,500.00 1.000 23,500 013 TEMPORARY AUTOMATED END OF QUEUE EA 390.0000 19,500.00 50.000 19,500 WARNING SYSTEM (TYPE 1) DAY 014 END OF QUEUE MONITORING AND EA 1,050.0000 5,250.00 5.000 5,250 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 015 TEMPORARY RAILING (TYPE K) LF 38.0000 120,080.00 2,400.000 91,200 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 9,000.00 2.000 9,000 017 TEMPORARY RADAR SPEED FEEDBACK EA 14,000.0000 42,000.00 3.000 42,000 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.775 1,356 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 9.000 4,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 185.0000 1,850.00 1.000 185 PROGRAM CAS145 PAGE 2 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 023 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 7,200.00 1,650.000 990 (BONDED FIBER MATRIX) 025 TEMPORARY CHECK DAM LF 10.0000 2,400.00 40.000 400 026 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 2,420.00 8.000 1,760 027 TEMPORARY FIBER ROLL LF 4.5000 22,500.00 3,675.000 16,537 028 TEMPORARY GRAVEL BAG BERM LF 8.0000 8,000.00 1,200.000 9,600 029 TEMPORARY LARGE SEDIMENT BARRIER LF 14.0000 11,900.00 697.000 9,758 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,600.0000 11,200.00 2.000 11,200 031 STREET SWEEPING LS 50,500.0000 50,500.00 1.000 50,500 032 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 033 TREATED WOOD WASTE LB 0.3500 3,570.00 10,129.000 3,545 034 TEMPORARY FENCE (TYPE ERTEC) LF 14.0000 9,660.00 690.000 9,660 035 CLEARING AND GRUBBING (LS) LS 61,600.0000 61,600.00 1.000 61,600 036 ROADWAY EXCAVATION CY 70.0000 343,000.00 5,010.000 350,700 037 ROADWAY EXCAVATION (TYPE Z-2) CY 290.0000 150,800.00 553.700 160,573 (AERIALLY DEPOSITED LEAD) 038 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 37.0000 14,430.00 390.000 14,430 039 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 70.0000 53,200.00 708.300 49,581 (F) 040 STRUCTURE BACKFILL (SLURRY CEMENT) CY 665.0000 47,215.00 29.200 19,418 (F) 041 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 91.0000 5,824.00 48.000 4,368 (F) 042 DRY SEED (SQFT) SQFT 0.0600 1,140.00 0.000 0 043 HYDROMULCH SQFT 0.0500 760.00 0.000 0 044 COMPOST (CY) CY 225.0000 13,275.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 67,500.00 750.000 67,500 046 HOT MIX ASPHALT (TYPE A) TON 135.0000 513,000.00 3,840.440 518,459 047 HOT MIX ASPHALT-OPEN GRADED TON 275.0000 96,250.00 384.730 105,800 (OPEN GRADED FRICTION COURSE) 048 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 6,290.00 383.000 6,511 PROGRAM CAS145 PAGE 3 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 TACK COAT TON 1,550.0000 6,200.00 0.130 201 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 23,520.00 2,089.890 29,258 051 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 55,250.00 117.300 76,245 052 SOIL NAIL LF 38.0000 743,964.00 17,343.000 659,034 053 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 73.0000 57,670.00 706.840 51,599 054 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 12,000.00 4.400 4,400 (F) 055 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 44,660.00 42.250 46,475 (F) 056 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 72,915.60 51,914.000 62,296 (F) 057 SCULPTED SHOTCRETE SQFT 3.6000 38,498.40 8,850.000 31,860 058 STRUCTURAL SHOTCRETE CY 513.0000 335,502.00 572.000 293,436 (F) 059 18" REINFORCED CONCRETE PIPE LF 186.0000 39,060.00 210.000 39,060 060 24" REINFORCED CONCRETE PIPE LF 150.0000 90,000.00 600.000 90,000 061 GEOCOMPOSITE DRAIN SQFT 3.0000 5,550.00 1,752.000 5,256 062 FURNISH AND INSTALL DRAIN PIPE LF 9.5000 6,992.00 628.000 5,966 (HORIZONTAL DRAIN) 063 DRILL HOLE (HORIZONTAL DRAIN) LF 54.0000 39,744.00 628.000 33,912 064 18" BUTT-FUSION WELDED HDPE PIPE LF 300.0000 21,000.00 70.000 21,000 DOWNDRAIN 065 18" STEEL FLARED END SECTION EA 825.0000 825.00 1.000 825 066 18" CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 067 DEBRIS RACK CAGE EA 5,500.0000 5,500.00 1.000 5,500 068 ABANDON CULVERT (LF) LF 23.0000 4,600.00 200.000 4,600 069 REMOVE CULVERT (LF) LF 27.0000 5,400.00 200.000 5,400 070 REMOVE DOWNDRAIN (EA) EA 2,550.0000 2,550.00 1.000 2,550 071 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 072 REMOVE HEADWALL EA 1,850.0000 3,700.00 2.000 3,700 073 REMOVE MANHOLE EA 2,550.0000 2,550.00 1.000 2,550 074 ADJUST MANHOLE TO GRADE EA 1,170.0000 1,170.00 1.000 1,170 075 SAND BACKFILL CY 88.0000 1,144.00 13.000 1,144 PROGRAM CAS145 PAGE 4 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION CY 1,870.0000 2,618.00 1.400 2,618 (20 LB, CLASS I, METHOD B) (CY) 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 234.0000 1,872.00 8.000 1,872 078 MINOR CONCRETE (GUTTER) (LF) LF 143.0000 38,610.00 270.000 38,610 079 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 28.0000 18,760.00 670.000 18,760 CONCRETE) 080 MISCELLANEOUS IRON AND STEEL LB 2.7500 21,516.00 7,824.000 21,516 (F) 081 MISCELLANEOUS METAL (BRIDGE) LB 15.0000 3,450.00 230.000 3,450 (F) 082 PREPARE AND STAIN SHOTCRETE SQFT 1.0000 10,694.00 8,600.000 8,600 083 STAIN GALVANIZED SURFACES (LS) LS 16,500.0000 16,500.00 1.000 16,500 084 REMOVE PAVEMENT MARKER EA 2.0000 620.00 52.000 104 085 DELINEATOR (CLASS 1) EA 40.0000 880.00 15.000 600 086 GUARD RAILING DELINEATOR EA 30.0000 150.00 0.000 0 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 780.00 103.000 618 088 MILEPOST MARKER EA 40.0000 80.00 0.000 0 089 OBJECT MARKER EA 50.0000 450.00 3.000 150 090 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700 091 RESET ROADSIDE SIGN EA 200.0000 200.00 1.000 200 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 760.00 37.610 752 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 2,160.00 88.000 2,112 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 3,780.00 116.500 3,145 (0.063"-FRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 2,250.00 74.750 2,242 (0.080"-FRAMED) 096 METAL (BARRIER MOUNTED SIGN) LB 66.0000 1,980.00 0.000 0 097 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 7.000 2,100 098 POST SLEEVE EA 350.0000 350.00 1.000 350 099 ROADSIDE SIGN - TWO POST EA 450.0000 4,500.00 5.000 2,250 100 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 0.000 0 METHOD) 101 CABLE RAILING LF 34.0000 29,240.00 1,105.000 37,570 (F) 102 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 92.0000 79,120.00 650.000 59,800 PROGRAM CAS145 PAGE 5 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 842SV) (MODIFIED) LF 270.0000 157,140.00 506.700 136,809 (F) 104 CONCRETE BARRIER (TYPE 842B) LF 240.0000 34,320.00 189.100 45,384 (F) 105 REMOVE GUARDRAIL LF 15.3000 8,415.00 650.000 9,945 106 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 1,944.00 1,100.000 1,980 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 107 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 7,820.00 2,993.000 5,986 (ENHANCED WET NIGHT VISIBILITY) 108 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,960.00 555.000 2,220 (ENHANCED WET NIGHT VISIBILITY) 109 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 5,820.00 4,639.000 5,566 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 200.0000 200.00 1.000 200 SYSTEM ELEMENTS DURING CONSTRUCTION 111 MODIFYING LIGHTING SYSTEMS LS 208,000.0000 208,000.00 0.967 201,136 112 MODIFYING TRAFFIC MONITORING STATIONS LS 48,000.0000 48,000.00 1.000 48,000 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 2,280.00 0.000 0 115 TRANSITION RAILING (TYPE WB-31) EA 8,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0604 TIME 06:20 PM ESTIMATE NO. 018 BID OPENING 10/07/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 09/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,363,545.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 69,596.35 401,782.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,596.35 4,765,328.28 116 MOBILIZATION LS 480,000.0000 480,000.00 1.000 480,000 ORIGINAL CONTRACT AMOUNT 5,119,408.00 TOTAL WORK COMPLETED 69,596.35 5,245,328.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 69,596.35 5,235,328.28 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 11/16/20 195 04/12/21 04/12/21 11/20/22 195 120 0 0 97% 100% PROGRESS IS SATISFACTORY IAN NGUYEN RESIDENT ENGINEER