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 03/21/25 EST. NO. 008 TIME 12:27 PM R.E. NAME: TISELL, STEVE 01-0H1704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0009 7,655.02 E.W. @ F.A.(+) 111924 N 0005.3 7,655.02 TOTAL THIS ESTIMATE 89,778.05 TOTAL PREVIOUS ESTIMATE 97,433.07 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 03/21/25 EST. NO. 008 TIME 12:27 PM R.E. NAME: TISELL, STEVE 01-0H1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 9/24 -10,000.00 002 PERF FAILURE 2406 -663,017.00 004 RELEASE FHWA W/HOLD 10,000.00 004 RELEASE PERF FAILURE 663,017.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 10/24 LTR DEDUCT -10,000.00 003 PER 11/24 LTR DEDUCT -10,000.00 004 PER 12/24 LTR DEDUCT -10,000.00 005 DEDUCT LTTR 1/25 -10,000.00 006 DEDUCT LTTR 2/25 -6,000.00 007 RTN DEDUCT LTR 1/25 10,000.00 007 RTN PER 11/24 LTR 10,000.00 007 PER 3/25 LTR DEDUCT -1,000.00 008 RELEASE 2/25 DEDUCT 6,000.00 008 5,000.00 -21,000.00 TOTAL DEDUCTIONS 5,000.00 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1704 TIME 12:27 PM ESTIMATE NO. 008 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 03/21/25 LOCATION PROGRESS ESTIMATE 01-MEN-101-R48.9/55.1 ----------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR WILLITS FROM 0.6 1324 SOUTH STATE STREET MILE NORTH OF UPP CREEK BRIDGE TO 0.1 MILE UKIAH, CA 95482 SOUTH OF BIG TRAILS DRIVE 580 W BEACH STREET WATSONVILLE CA 95076 FED. AID NO. ACNH-Q101(423)E COLD PLANE AC PAVEMENT AND PLACE HMA-A, RH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,200.0000 3,200.00 1.000 3,200 002 TIME-RELATED OVERHEAD (LS) LS 120,000.0000 120,000.00 0.970 116,400 003 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.970 2,425 004 CONSTRUCTION AREA SIGNS LS 7,620.0000 7,620.00 0.750 5,715 005 TRAFFIC CONTROL SYSTEM LS 615,000.0000 615,000.00 0.970 596,550 006 STATIONARY IMPACT ATTENUATOR VEHICLE LS 16,000.0000 16,000.00 0.970 15,520 (LS) 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,200.0000 6,200.00 0.970 6,014 SYSTEMS (LS) 008 TEMPORARY BARRIER SYSTEM LF 43.0000 12,900.00 300.000 12,900 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,200.0000 8,200.00 0.970 7,954 010 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,850.0000 1,850.00 1.000 1,850 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,600.0000 6,600.00 0.970 6,402 012 JOB SITE MANAGEMENT LS 8,600.0000 8,600.00 0.970 8,342 013 WATER POLLUTION CONTROL PROGRAM LS 600.0000 600.00 1.000 600 014 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 779.0000 779.00 1.000 779 CONTROL) 015 TEMPORARY MULCH SQYD 2.8700 2,583.00 0.000 0 016 TEMPORARY CHECK DAM LF 5.8600 2,930.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 247.4200 4,700.98 17.000 4,206 018 TEMPORARY GRAVEL BAG BERM LF 10.5800 21,371.60 275.000 2,909 019 STREET SWEEPING LS 53,000.0000 53,000.00 0.970 51,410 020 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 021 TREATED WOOD WASTE LB 0.5000 3,985.00 10,670.000 5,335.00 10,670.000 5,335 022 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,105.0000 2,105.00 0.500 1,052 PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1704 TIME 12:27 PM ESTIMATE NO. 008 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (CY) CY 2,100.0000 9,660.00 7.000 14,700 024 TEMPORARY HIGH-VISIBILITY FENCE LF 4.6100 5,854.70 1,256.000 5,790 025 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 026 SHOULDER BACKING TON 60.0000 70,200.00 1,034.190 62,051 027 IMPORTED BORROW (CY) CY 200.0000 46,000.00 183.500 36,700 028 WOOD MULCH CY 168.7500 33,750.00 150.000 25,312 029 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.7100 4,336.00 1,600.000 4,336 030 HIGH FRICTION SURFACE TREATMENT SQYD 28.0000 1,064,000.00 38,085.900 1,066,405 031 CRACK TREATMENT LNMI 6,200.0000 49,600.00 0.000 0 032 SEGMENT CORRECTION EA 2,000.0000 72,000.00 7.000 14,000.00 36.000 72,000 033 REPLACE ASPHALT CONCRETE SURFACING CY 434.0000 946,120.00 2,082.000 903,588 034 HOT MIX ASPHALT (TYPE A) TON 150.0000 1,042,500.00 7,639.380 1,145,907 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 177.0000 2,336,400.00 11,350.780 2,009,088 036 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 9,640.00 2,544.000 10,176 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 720.00 147.000 588 039 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 23,720.00 5,529.000 22,116 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 5,640.00 718.000 2,872 041 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 150.0000 31,500.00 210.000 31,500 AREA) 042 TACK COAT TON 575.0000 22,425.00 38.900 22,367 043 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 19,660.00 8,191.000 16,382 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 469,000.00 133,414.600 466,951 045 RAIL ELEMENT WALL SQFT 28.0000 9,800.00 175.000 4,900 046 REMOVE SIGN STRUCTURE (EA) EA 2,900.0000 5,800.00 2.000 5,800 047 8" ENTRANCE TAPER EA 1,900.0000 30,400.00 16.000 30,400 048 12" ENTRANCE TAPER EA 2,300.0000 11,500.00 5.000 11,500 049 REMOVE ENTRANCE TAPER EA 600.0000 12,600.00 21.000 12,600 PROGRAM CAS145 PAGE 3 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1704 TIME 12:27 PM ESTIMATE NO. 008 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE OVERSIDE DRAIN EA 800.0000 1,600.00 2.000 1,600 051 ADJUST INLET EA 4,500.0000 9,000.00 0.000 0 052 MODIFY INLET EA 450.0000 6,300.00 0.000 0 053 FRAME AND GRATE EA 600.0000 6,600.00 4.000 2,400 054 REMOVE PAVEMENT MARKER EA 1.0000 2,820.00 2,820.000 2,820 055 DELINEATOR (CLASS 1) EA 50.0000 500.00 10.000 500 056 GUARD RAILING DELINEATOR EA 15.5000 1,395.00 72.000 1,116 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 5,070.00 0.000 0 058 PAVEMENT MARKER EA 12.0000 24,240.00 0.000 0 (RETROREFLECTIVE-RECESSED) 059 REMOVE ROADSIDE SIGN EA 200.0000 11,000.00 58.000 11,600 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 7,030.00 368.750 7,006 (0.063"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 3,100.00 168.000 2,604 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.5000 1,725.00 50.000 1,725 (0.063"-FRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.5000 3,102.50 47.500 1,733 (0.080"-FRAMED) 064 ROADSIDE SIGN - ONE POST EA 535.0000 21,935.00 2.000 1,070.00 43.000 23,005 065 ROADSIDE SIGN - TWO POST EA 1,100.0000 5,500.00 2.000 2,200.00 5.000 5,500 066 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 5,100.00 15.300 4,590 POST 067 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 169,830.00 4,612.500 170,662 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 191,700.00 2,578.600 232,074 069 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 260.0000 5,720.00 0.000 0 070 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 4.000 16,000 071 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 6,000.00 4.000 6,000 072 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,800.0000 49,400.00 13.000 49,400 073 CONCRETE BARRIER TRANSITION LF 2,500.0000 37,500.00 15.000 37,500 (F) 074 REMOVE GUARDRAIL LF 3.0000 12,990.00 4,224.500 12,673 075 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 9,360.00 0.000 0 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 4 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1704 TIME 12:27 PM ESTIMATE NO. 008 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,422.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 106,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,230.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 080 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,960.00 0.000 0 081 6" RUMBLE STRIP (ASPHALT CONCRETE STA 100.0000 46,000.00 0.000 0 PAVEMENT) 082 12" RUMBLE STRIP (ASPHALT CONCRETE STA 82.0000 28,700.00 0.000 0 PAVEMENT) 083 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 2,900.00 0.000 0 (WARRANTY) PROGRAM CAS145 PAGE 5 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1704 TIME 12:27 PM ESTIMATE NO. 008 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,605.00 7,446,605.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,655.02 97,433.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 30,260.02 7,544,038.13 084 MOBILIZATION LS 893,000.0000 893,000.00 1.000 893,000 ORIGINAL CONTRACT AMOUNT 8,955,869.78 TOTAL WORK COMPLETED 30,260.02 8,437,038.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -21,000.00 TOTAL 35,260.02 8,416,038.13 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 06/05/24 95 08/19/24 08/19/24 03/25/25 70 89 0 0 91% 74% PROGRESS IS SATISFACTORY TISELL, STEVE RESIDENT ENGINEER