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. 012 TIME 09:31 AM R.E. NAME: IQBAL AULAKH 10-0S7504 --------------------------------------------------------------------------- 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 09/20/22 EST. NO. 012 TIME 09:31 AM R.E. NAME: IQBAL AULAKH 10-0S7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 008 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 006 RECD PAYROLLS EST 5 2,000.00 007 MISSING PAYROLLS -10,000.00 010 RECD PAYROLLS EST 10 10,000.00 011 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:31 AM ESTIMATE NO. 012 BID OPENING 12/10/20 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: IQBAL AULAKH DATE OF THIS ESTIMATE 09/20/22 LOCATION PROGRESS ESTIMATE 10-ALP-88 ----------------- 10-TUO-207 CCFG CONSTRUCTION IN ALPINE COUNTY ON STATE ROUTES 4, 10-TUO-108 17750 WARDS FERRY RD; 88 AND 207, IN AMADOR COUNTY ON SONORA CA 95370 STATE ROUTES 16 AND 49, AND IN TUOLUMNE COUNTY ON STATE ROUTE 108 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 130.0000 22,750.00 6.000 780.00 173.000 22,490 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 1.000 2,000.00 1.000 2,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 10,000.00 14.000 2,800 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 27,500.0000 27,500.00 0.950 26,125 006 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.950 617,500 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,800.0000 16,800.00 0.950 15,960 008 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 114.2900 20,000.75 6.000 685.74 173.000 19,772 DAY 009 JOB SITE MANAGEMENT LS 450,000.0000 450,000.00 0.050 22,500.00 1.000 450,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.750 446 011 TEMPORARY FIBER ROLL LF 4.0000 5,600.00 1,400.000 5,600 012 STREET SWEEPING LS 7,500.0000 7,500.00 0.050 375.00 1.000 7,500 013 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.050 375.00 1.000 7,500 014 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 895.0000 8,950.00 2.000 1,790.00 10.000 8,950 015 WATER QUALITY MONITORING REPORT EA 375.0000 3,750.00 10.000 3,750.00 10.000 3,750 016 WATER QUALITY ANNUAL REPORT EA 995.0000 1,990.00 1.000 995 017 TEMPORARY CREEK DIVERSION SYSTEMS LS 50,000.0000 50,000.00 0.020 1,000.00 1.000 50,000 018 INVASIVE SPECIES CONTROL LS 9,000.0000 9,000.00 0.020 180.00 1.000 9,000 019 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 39,420.00 6,570.000 39,420 020 CLEARING AND GRUBBING (LS) LS 47,000.0000 47,000.00 0.100 4,700.00 1.000 47,000 021 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 9,600.00 4.000 4,800 022 HYDROMULCH SQFT 1.0000 10,500.00 7,283.000 7,283 PROGRAM CAS145 PAGE 2 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:31 AM ESTIMATE NO. 012 BID OPENING 12/10/20 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: IQBAL AULAKH 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 ------------------------------------------------------------------------------------------------------------------------------------ 023 HYDROSEED SQFT 1.0000 10,500.00 7,283.000 7,283 024 COMPOST (CY) CY 415.0000 13,695.00 8.000 3,320.00 33.000 13,695 025 CLASS 2 AGGREGATE BASE (CY) CY 10.0000 1,600.00 160.000 1,600 026 HOT MIX ASPHALT (TYPE A) TON 510.0000 127,500.00 5.000 2,550.00 250.800 127,908 027 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 50.0000 4,350.00 36.000 1,800 028 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 70.0000 840.00 0.000 0 029 TACK COAT TON 1,000.0000 700.00 0.194 194 030 STRUCTURAL CONCRETE, WINGWALL CY 2,000.0000 42,000.00 10.500 21,000.00 21.000 42,000 (F) (TYPE A) 031 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 344,000.00 165.480 330,960 (F) 032 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 64,000.00 32.000 64,000 (F) 033 5' X 4' PRECAST CONCRETE BOX CULVERT LF 1,150.0000 54,050.00 47.000 54,050 034 8' X 4' PRECAST CONCRETE BOX CULVERT LF 1,260.0000 55,440.00 44.000 55,440 035 8' X 4' DOUBLE PRECAST CONCRETE BOX LF 2,400.0000 98,400.00 41.000 98,400 CULVERT 036 BAR REINFORCING STEEL LB 3.0000 11,736.00 3,912.000 11,736 (F) 037 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 144,000.00 480.400 144,120 038 CONCRETE BACKFILL (PIPE TRENCH WITH CY 400.0000 39,200.00 98.000 39,200 REINFORCEMENT) 039 24" REINFORCED CONCRETE PIPE LF 320.0000 556,800.00 1,700.000 544,000 (CLASS II, RUBBER GASKET JOINT) 040 36" REINFORCED CONCRETE PIPE LF 370.0000 35,520.00 96.000 35,520 (CLASS III, RUBBER GASKET JOINT) 041 12" X 18" ELLIPTICAL REINFORCED LF 630.0000 18,270.00 29.000 18,270 CONCRETE PIPE (RUBBER GASKET JOINT) 042 14" X 23" ELLIPTICAL REINFORCED LF 630.0000 18,270.00 29.000 18,270 CONCRETE PIPE (RUBBER GASKET JOINT) 043 19" X 30" ELLIPTICAL REINFORCED LF 500.0000 70,000.00 140.000 70,000 CONCRETE PIPE (RUBBER GASKET JOINT) 044 24" X 38" ELLIPTICAL REINFORCED LF 365.0000 73,000.00 200.000 73,000 CONCRETE PIPE (RUBBER GASKET JOINT) 045 24" CORRUGATED STEEL PIPE (.138" THICK) LF 309.0000 33,990.00 110.000 33,990 046 36" CORRUGATED STEEL PIPE (.168" THICK) LF 211.0000 25,320.00 115.000 24,265 047 24" STEEL FLARED END SECTION EA 500.0000 1,000.00 1.000 500 048 18" CONCRETE FLARED END SECTION EA 1,200.0000 2,400.00 2.000 2,400 049 24" CONCRETE FLARED END SECTION EA 2,000.0000 46,000.00 23.000 46,000 PROGRAM CAS145 PAGE 3 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:31 AM ESTIMATE NO. 012 BID OPENING 12/10/20 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: IQBAL AULAKH 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 ------------------------------------------------------------------------------------------------------------------------------------ 050 19" X 30" ELLIPTICAL CONCRETE FLARED EA 2,500.0000 10,000.00 4.000 10,000 END SECTION 051 24" X 38" ELLIPTICAL CONCRETE FLARED EA 3,500.0000 21,000.00 6.000 21,000 END SECTION 052 36" PRECAST CONCRETE PIPE INLET LF 900.0000 9,000.00 10.000 9,000 053 ABANDON CULVERT (LF) LF 87.0000 3,915.00 45.000 3,915 054 REMOVE CULVERT (LF) LF 10.0000 26,600.00 2,660.000 26,600 055 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 056 REMOVE HEADWALL EA 1,800.0000 48,600.00 27.000 48,600 057 REMOVE FLARED END SECTION (EA) EA 350.0000 4,900.00 14.000 4,900 058 ROCK SLOPE PROTECTION CY 362.0000 6,516.00 18.000 6,516 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 268.0000 19,832.00 74.000 19,832 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 2,700.00 270.000 2,700 061 MINOR CONCRETE (CURB AND GUTTER) CY 2,500.0000 2,750.00 1.100 2,750 062 MINOR CONCRETE (ISLAND PAVING) CY 900.0000 5,400.00 6.000 5,400 063 MISCELLANEOUS IRON AND STEEL LB 4.0000 3,812.00 953.000 3,812 (F) 064 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 660.00 60.000 660 065 MARKER (CULVERT) EA 90.0000 7,290.00 6.000 540.00 81.000 7,290 066 PAINT TRAFFIC STRIPE (2-COAT) LF 6.0000 16,020.00 2,670.000 16,020 067 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:31 AM ESTIMATE NO. 012 BID OPENING 12/10/20 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: IQBAL AULAKH 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 65,545.74 3,405,212.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 23,636.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,545.74 3,428,848.95 068 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 3,850,756.75 TOTAL WORK COMPLETED 65,545.74 3,778,848.95 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 65,545.74 3,768,848.95 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 01/26/21 175 04/06/21 04/06/21 09/30/22 174 189 0 0 98% 99% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER