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 12/26/24 EST. NO. 014 TIME 02:15 PM R.E. NAME: IQBAL AULAKH 10-0S6804 --------------------------------------------------------------------------- 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 12/26/24 EST. NO. 014 TIME 02:15 PM R.E. NAME: IQBAL AULAKH 10-0S6804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 014 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 013 MISSING PAYROLL -10,000.00 014 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 12/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S6804 TIME 02:15 PM ESTIMATE NO. 014 BID OPENING 04/29/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/26/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 10-ALP-4-0.0/ .0 ---------------------------------- 10-AMA-88-0.0/ .0 CCFG CONSTRUCTION IN ALPINE COUNTY ON STATE ROUTE 4, 10-AMA-89-0.0/ .0 17750 WARDS FERRY RD 88 AND 89 WITH VARIOUS POSTMILES SONORA CA 95370 FED. AID NO. N O N E CULVERT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,225.0000 1,225.00 1.000 1,225 002 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 92,500.00 2.000 1,000.00 185.000 92,500 003 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.100 850.00 1.000 8,500 004 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.100 55,000.00 1.000 550,000 005 TYPE III BARRICADE EA 150.0000 900.00 4.000 600.00 6.000 900 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.100 1,800.00 1.000 18,000 007 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 64.0000 23,680.00 170.000 10,880.00 370.000 23,680 DAY 008 JOB SITE MANAGEMENT LS 450,000.0000 450,000.00 0.100 45,000.00 1.000 450,000 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 695.0000 695.00 1.000 695 010 TEMPORARY EROSION CONTROL BLANKET SQYD 13.0000 20,800.00 700.000 9,100.00 1,600.000 20,800 011 TEMPORARY FIBER ROLL LF 4.0000 5,440.00 160.000 640.00 1,360.000 5,440 012 STREET SWEEPING LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 013 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 014 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 895.0000 1,790.00 2.000 1,790.00 2.000 1,790 015 WATER QUALITY MONITORING REPORT EA 350.0000 3,500.00 10.000 3,500.00 10.000 3,500 016 WATER QUALITY ANNUAL REPORT EA 595.0000 1,190.00 2.000 1,190.00 2.000 1,190 017 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000.00 1.000 40,000 018 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 27,230.00 790.000 5,530.00 3,890.000 27,230 019 CLEARING AND GRUBBING (LS) LS 42,000.0000 42,000.00 0.100 4,200.00 1.000 42,000 020 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 2.000 1,800.00 3.000 2,700 021 HYDROMULCH SQFT 0.0900 6,750.00 75,000.000 6,750 022 HYDROSEED SQFT 0.1400 10,500.00 75,000.000 10,500 PROGRAM CAS145 PAGE 2 DATE 12/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S6804 TIME 02:15 PM ESTIMATE NO. 014 BID OPENING 04/29/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COMPOST (CY) CY 300.0000 72,000.00 90.000 27,000.00 240.000 72,000 024 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 4,800.00 74.000 2,220.00 160.000 4,800 025 HOT MIX ASPHALT (TYPE A) TON 890.0000 97,900.00 30.000 26,700.00 110.000 97,900 026 TACK COAT TON 2,000.0000 800.00 0.200 400.00 0.400 800 027 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 150,500.00 35.000 150,500 (F) 028 STRUCTURAL CONCRETE, HEADWALL CY 1,700.0000 272,000.00 11.000 18,700.00 160.000 272,000 (F) 029 BAR REINFORCING STEEL LB 4.0000 5,480.00 1,370.000 5,480 (F) 030 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 11,260.00 5,630.000 11,260 (F) 031 CONCRETE BACKFILL (PIPE TRENCH) CY 350.0000 56,000.00 160.000 56,000 (F) 032 24" REINFORCED CONCRETE PIPE LF 307.0000 282,440.00 24.000 7,368.00 874.000 268,318 033 36" REINFORCED CONCRETE PIPE LF 315.0000 198,450.00 40.000 12,600.00 630.000 198,450 034 24" CONCRETE FLARED END SECTION EA 1,700.0000 15,300.00 5.000 8,500.00 10.000 17,000 035 36" CONCRETE FLARED END SECTION EA 2,540.0000 12,700.00 3.000 7,620.00 5.000 12,700 036 36" PRECAST CONCRETE PIPE INLET LF 1,230.0000 11,070.00 9.000 11,070.00 9.000 11,070 037 24" PRECAST CONCRETE PIPE MANHOLE LF 1,330.0000 25,270.00 14.000 18,620.00 19.000 25,270 038 36" PRECAST CONCRETE PIPE MANHOLE LF 1,570.0000 34,540.00 22.000 34,540 039 48" PRECAST CONCRETE PIPE MANHOLE LF 1,430.0000 8,580.00 6.000 8,580 040 REMOVE CULVERT (LF) LF 20.0000 34,400.00 27.000 540.00 1,627.000 32,540 041 REMOVE HEADWALL EA 1,550.0000 40,300.00 2.000 3,100.00 26.000 40,300 042 CONCRETE (DITCH LINING) CY 960.0000 6,720.00 7.000 6,720.00 7.000 6,720 043 ROCK SLOPE PROTECTION CY 307.0000 61,400.00 64.800 19,893.60 180.500 55,413 (300 LB, CLASS IV, METHOD B) (CY) 044 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 6,900.00 356.000 3,560.00 623.000 6,230 045 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,400.00 280.000 1,400.00 480.000 2,400 (F) 046 FENCE (TYPE BW, WOOD POST) LF 150.0000 6,750.00 45.000 6,750.00 45.000 6,750 047 REMOVE FENCE LF 50.0000 2,250.00 45.000 2,250.00 45.000 2,250 048 6" THERMOPLASTIC TRAFFIC STRIPE LF 100.0000 6,100.00 61.000 6,100.00 61.000 6,100 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 12/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S6804 TIME 02:15 PM ESTIMATE NO. 014 BID OPENING 04/29/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 6" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 9,300.00 366.000 3,660.00 930.000 9,300 (ENHANCED WET NIGHT VISIBILITY) 050 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S6804 TIME 02:15 PM ESTIMATE NO. 014 BID OPENING 04/29/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379,151.60 2,737,071.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 379,151.60 2,737,071.50 051 MOBILIZATION LS 280,000.0000 280,000.00 1.000 280,000 ORIGINAL CONTRACT AMOUNT 3,038,010.00 TOTAL WORK COMPLETED 379,151.60 3,017,071.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -30,000.00 TOTAL 359,151.60 2,987,071.50 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 07/20/21 185 09/12/22 09/12/22 12/11/24 195 363 0 0 100% 100% IQBAL AULAKH RESIDENT ENGINEER