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 09/25/24 EST. NO. 003 TIME 04:52 PM R.E. NAME: 06-1F9204 --------------------------------------------------------------------------- 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 09/25/24 EST. NO. 003 TIME 04:52 PM R.E. NAME: 06-1F9204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 003 MISSING CEM 2402 -10,000.00 003 MISSING CEM 4401 -10,000.00 003 MISSING OCR-SB03 -10,000.00 003 -40,000.00 -40,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -50,000.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/24 R.E. NAME: DATE OF THIS ESTIMATE 09/25/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-FRE-245-0.4/6.3 ---------------------------------- GRANITE CONSTRUCTION COMPANY FRESNO COUNTY NEAR MIRAMONTE AT VARIOUS 580 W BEACH STREET LOCATIONS FROM 0.4 MILE NORTH OF THE WATSONVILLE CA 95076 TULARE COUNTY LINE TO 1.5 MILES NORTH OF HOGBACK DRIVE FED. AID NO. N O N E REMOVE AND REPLACE CULVERTS AND INSTALL CU ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,600.0000 2,600.00 0.442 1,149.20 1.000 2,600 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 45,000.00 23.000 34,500.00 30.000 45,000 003 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.442 2,652.00 1.000 6,000 004 TRAFFIC CONTROL SYSTEM LS 87,500.0000 87,500.00 0.767 67,112.50 1.000 87,500 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 2,400.0000 2,400.00 0.442 1,060.80 1.000 2,400 006 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.767 7,670.00 1.000 10,000 007 WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.442 287.30 1.000 650 008 STREET SWEEPING LS 4,500.0000 4,500.00 0.767 3,451.50 1.000 4,500 009 TEMPORARY CONCRETE WASHOUT LS 1,100.0000 1,100.00 0.767 843.70 1.000 1,100 010 HOT MIX ASPHALT (TYPE A) TON 1,000.0000 27,000.00 27.000 27,000 011 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 55.8400 7,817.60 106.000 5,919 012 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 85.0000 680.00 8.000 680 AREA) 013 TACK COAT TON 1.0000 0.10 0.020 0 014 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 1,260.00 106.000 954 015 CONCRETE BACKFILL (PIPE TRENCH) CY 800.0000 9,760.00 12.200 9,760 (F) 016 STRESS REDUCING SLAB CY 800.0000 6,400.00 7.040 5,632 017 12" REINFORCED CONCRETE PIPE LF 435.0000 18,270.00 44.000 19,140 018 18" REINFORCED CONCRETE PIPE LF 350.0000 21,000.00 60.000 21,000 019 10" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.0000 1,470.00 14.000 1,470 020 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 021 24" STEEL FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900 022 ABANDON CULVERT (LF) LF 170.0000 4,590.00 27.000 4,590 PROGRAM CAS145 PAGE 2 DATE 09/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/24 R.E. NAME: DATE OF THIS ESTIMATE 09/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT (LF) LF 65.0000 14,300.00 215.000 13,975 024 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,250.0000 1,250.00 1.000 1,250 025 CLEANING, INSPECTING, AND PREPARING LF 80.0000 17,600.00 213.000 17,040 CULVERT (LF) 026 18" CURED-IN-PLACE PIPELINER LF 220.0000 37,400.00 170.000 37,400.00 170.000 37,400 027 24" CURED-IN-PLACE PIPELINER LF 435.0000 21,750.00 50.000 21,750.00 50.000 21,750 028 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 1,000.0000 7,000.00 7.000 7,000 METHOD B) (CY) 029 ROCK SLOPE PROTECTION (150 LB, CLASS CY 2,000.0000 6,600.00 3.300 6,600 III, METHOD B) (CY) 030 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 100.0000 1,200.00 12.000 1,200 031 MARKER (CULVERT) EA 160.0000 2,880.00 0.000 0 032 REMOVE MARKER EA 30.0000 540.00 0.000 0 033 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 225.0000 20,250.00 0.000 0 034 24" CORRUGATED STEEL PIPE (.109" THICK) LF 530.0000 74,200.00 132.000 69,960 PROGRAM CAS145 PAGE 3 DATE 09/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F9204 TIME 04:52 PM ESTIMATE NO. 003 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/28/24 R.E. NAME: DATE OF THIS ESTIMATE 09/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 177,877.00 433,970.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 177,877.00 433,970.06 ORIGINAL CONTRACT AMOUNT 464,867.70 TOTAL WORK COMPLETED 177,877.00 433,970.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -50,000.00 -50,000.00 TOTAL 127,877.00 383,970.06 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/13/24 30 00/00/00 00/00/00 08/28/24 30 7 0 0 100% 100% RESIDENT ENGINEER