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 03/21/24 EST. NO. 009 TIME 05:06 PM R.E. NAME: WRIGHT, GEOFFREY 01-0H1604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 18,692.63 E.W. @ F.A.(+) 081623 N 0001.1 0002 2,983.15 081623 N 0002.1 008 0004 16,973.07 E.W. @ F.A.(+) 101923 N 0045.0 38,648.85 TOTAL THIS ESTIMATE 384,053.58 TOTAL PREVIOUS ESTIMATE 422,702.43 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 03/21/24 EST. NO. 009 TIME 05:06 PM R.E. NAME: WRIGHT, GEOFFREY 01-0H1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/23 LTR DEDUCT -8,000.00 002 DEDUCT LTTR 10/23 -10,000.00 004 PER 11/23 LTR DEDUCT -10,000.00 005 PER 12/23 LTR DEDUCT -3,000.00 006 PER 1/24 LTR DEDUCT -10,000.00 007 RELEASE 12/23 DEDUCT 3,000.00 007 RELEASE 8/23 DEDUCT 8,000.00 007 PER 2/24 LTR DEDUCT -10,000.00 008 PER 3/24 LTR DEDUCT -2,000.00 009 -2,000.00 -42,000.00 TOTAL DEDUCTIONS -2,000.00 -42,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1604 TIME 05:06 PM ESTIMATE NO. 009 BID OPENING 04/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/21/24 LOCATION PROGRESS ESTIMATE 01-MEN-101-R33.7/R43.2 ----------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR WILLITS FROM 1.1 715 COMSTOCK ST MILES NORTH OF WEST ROAD OVERCROSSING TO SANTA CLARA CA 95054 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE FED. AID NO. ACNH-Q101(416)E REPLACE AC SURFACING, PLACE HMA-A, RHMA-G ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 12,500.0000 12,500.00 1.000 12,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 584,000.0000 584,000.00 0.893 521,512 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 0.893 4,018 007 CONSTRUCTION AREA SIGNS LS 13,980.0000 13,980.00 0.750 10,485 008 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.893 491,150 009 STATIONARY IMPACT ATTENUATOR VEHICLE LS 140,000.0000 140,000.00 0.893 125,020 (LS) 010 FLASHING ARROW SIGN EA 1,300.0000 2,600.00 4.000 5,200 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 61,750.00 311,044.000 77,761 012 CHANNELIZER (SURFACE MOUNTED) EA 48.0000 18,240.00 457.000 21,936 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,800.0000 10,800.00 0.893 9,644 SYSTEMS (LS) 014 TEMPORARY BARRIER SYSTEM LF 13.0000 598,000.00 46,507.000 604,591 015 TEMPORARY BARRIER SYSTEM (LEAVE IN LF 105.0000 703,500.00 6,700.000 703,500 PLACE) 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,538.0000 15,538.00 0.893 13,875 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,675.0000 30,150.00 18.000 30,150 018 JOB SITE MANAGEMENT LS 12,500.0000 12,500.00 0.893 11,162 019 PREPARE WATER POLLUTION CONTROL PROGRAM LS 10,000.0000 10,000.00 0.750 7,500 020 TEMPORARY CHECK DAM LF 15.0000 13,050.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 14,625.00 51.000 11,475 022 TEMPORARY REINFORCED SILT FENCE LF 15.0000 2,250.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1604 TIME 05:06 PM ESTIMATE NO. 009 BID OPENING 04/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 5,000.00 1.000 1,250 024 STREET SWEEPING LS 25,000.0000 25,000.00 0.893 22,325 025 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.750 11,250 026 TREATED WOOD WASTE LB 0.6900 1,807.80 0.000 0 027 ROADWAY EXCAVATION CY 130.0000 32,500.00 55.740 7,246 028 SHOULDER BACKING TON 13.0000 210,600.00 0.000 0 029 DITCH EXCAVATION CY 350.0000 1,400.00 4.000 1,400 030 IMPORTED BORROW (CY) CY 75.0000 75,000.00 0.000 0 031 WOOD MULCH CY 250.0000 875.00 0.000 0 032 HIGH FRICTION SURFACE TREATMENT SQYD 26.3000 917,870.00 0.000 0 033 CRACK TREATMENT LNMI 4,700.0000 47,000.00 12.500 58,750 034 REPLACE ASPHALT CONCRETE SURFACING CY 330.0000 881,100.00 2,204.257 727,404 035 HOT MIX ASPHALT (TYPE A) TON 116.0000 5,846,400.00 47,223.680 5,477,946 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 141.0000 5,343,900.00 34,662.330 4,887,388 037 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7500 36,225.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 1,295.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7500 20,300.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7500 22,575.00 0.000 0 042 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 34,100.00 0.000 0 AREA) 043 TACK COAT TON 500.0000 125,000.00 171.520 85,760 044 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 91,600.00 4,256.800 8,513.60 25,289.000 50,578 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 138,400.00 12,975.000 103,800 046 MINOR CONCRETE CY 500.0000 3,000.00 0.000 0 (F) 047 ENTRANCE TAPER EA 700.0000 21,000.00 0.000 0 048 DRAINAGE INLET MARKER EA 35.0000 1,645.00 0.000 0 049 REMOVE ENTRANCE TAPER EA 300.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1604 TIME 05:06 PM ESTIMATE NO. 009 BID OPENING 04/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE OVERSIDE DRAIN EA 775.0000 13,950.00 1.000 775.00 1.000 775 051 ADJUST INLET EA 1,750.0000 80,500.00 10.000 17,500.00 12.000 21,000 052 ADJUST FRAME AND GRATE TO GRADE EA 50.0000 2,300.00 10.000 500.00 12.000 600 053 ADJUST SLOTTED DRAIN TO GRADE LF 175.0000 28,000.00 0.000 0 054 CLEANING, INSPECTING, AND PREPARING LF 90.0000 10,800.00 120.000 10,800 CULVERT (LF) 055 GROUT ANNULAR SPACE CY 4,700.0000 19,270.00 6.000 28,200 056 FRAME AND GRATE EA 400.0000 1,200.00 2.000 800 057 REMOVE PAVEMENT MARKER EA 0.2500 1,387.50 5,550.000 1,387 058 GUARD RAILING DELINEATOR EA 22.5000 9,225.00 0.000 0 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 144.00 0.000 0 060 PAVEMENT MARKER EA 9.0000 49,770.00 4,751.000 42,759 (RETROREFLECTIVE-RECESSED) 061 MARKER (CULVERT) EA 50.0000 4,100.00 0.000 0 062 REMOVE MARKER EA 10.0000 820.00 0.000 0 063 REMOVE ROADSIDE SIGN EA 150.0000 12,300.00 0.000 0 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.6000 7,812.00 0.000 0 (0.063"-UNFRAMED) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.6000 8,580.00 0.000 0 (0.080"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.3000 3,962.00 0.000 0 (0.063"-FRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.7500 4,037.50 0.000 0 (0.080"-FRAMED) 068 ROADSIDE SIGN - ONE POST EA 475.0000 33,250.00 0.000 0 069 ROADSIDE SIGN - TWO POST EA 950.0000 14,250.00 0.000 0 070 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 200.0000 6,600.00 0.000 0 POST 071 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.9000 32,472.00 0.000 0 072 VEGETATION CONTROL (MINOR CONCRETE) SQYD 73.0000 751,900.00 0.000 0 073 WILDLIFE PASSAGE WAY (TYPE S) EA 34.5000 12,075.00 439.000 15,145 074 RECONSTRUCT TERMINAL SYSTEM EA 1,835.0000 20,185.00 1.000 1,835.00 1.000 1,835 075 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 9,900.00 0.000 0 076 ALTERNATIVE CRASH CUSHION EA 34,500.0000 207,000.00 6.000 207,000 PROGRAM CAS145 PAGE 4 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1604 TIME 05:06 PM ESTIMATE NO. 009 BID OPENING 04/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER (TYPE 60M) LF 120.0000 1,728,000.00 16,131.000 1,935,720 078 REMOVE GUARDRAIL LF 4.8000 3,408.00 0.000 0 079 RECONSTRUCT GUARDRAIL LF 20.2500 512,325.00 1,175.000 23,793.75 1,175.000 23,793 080 REMOVE CONCRETE BARRIER LF 20.0000 404,000.00 393.000 7,860.00 22,468.000 449,360 081 REMOVE CONCRETE BARRIER (TYPE K) LF 2.0000 1,560.00 725.000 1,450 082 REMOVE CRASH CUSHION EA 1,650.0000 9,900.00 6.000 9,900 083 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.2500 36,075.00 1,125.000 10,406 WET NIGHT VISIBILITY) 084 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,710.00 345.000 310 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 531.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 49,450.00 93,964.000 46,982 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 248,850.00 134,274.000 140,987 (ENHANCED WET NIGHT VISIBILITY) 088 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 14,300.00 3,303.000 8,257 (ENHANCED WET NIGHT VISIBILITY) 089 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.2500 6,035.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 090 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 24,600.00 47,487.000 18,994 091 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 15,600.00 3,382.000 13,528 092 6" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0900 9,610.80 141.050 11,296 PAVEMENT) 093 12" RUMBLE STRIP (ASPHALT CONCRETE STA 59.0000 53,690.00 947.500 55,902 PAVEMENT) 094 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 11,640.00 0.000 0 (WARRANTY) 095 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 2,145.00 0.000 0 (WARRANTY) (BROKEN 36-12) 096 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 097 LIGHTING SYSTEM LS 58,175.0000 58,175.00 0.500 29,087.50 1.000 58,175 098 MODIFYING ROADWAY WEATHER INFORMATION LS 100,862.0000 100,862.00 0.650 65,560.30 0.900 90,775 SYSTEMS 099 MODIFYING TRAFFIC MONITORING STATIONS LS 84,348.0000 84,348.00 0.750 63,261.00 1.000 84,348 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,195.0000 3,585.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1604 TIME 05:06 PM ESTIMATE NO. 009 BID OPENING 04/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,686.15 17,410,520.74 ADJUSTMENT OF COMPENSATION 0.00 148,172.80 EXTRA WORK 38,648.85 274,529.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 257,335.00 17,833,223.17 102 MOBILIZATION LS 1,727,000.0000 1,727,000.00 1.000 1,727,000 ORIGINAL CONTRACT AMOUNT 23,216,265.60 TOTAL WORK COMPLETED 257,335.00 19,560,223.17 MATERIALS ON HAND ON SITE 302,849.00 DEDUCTIONS -2,000.00 -42,000.00 TOTAL 255,335.00 19,821,072.17 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 06/08/23 165 07/17/23 07/17/23 07/05/24 91 77 0 0 81% 55% PROGRESS IS SATISFACTORY WRIGHT, GEOFFREY RESIDENT ENGINEER