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 06/17/22 EST. NO. 009 TIME 08:49 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 06/17/22 EST. NO. 009 TIME 08:49 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 08:49 AM ESTIMATE NO. 009 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 06/20/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 06/17/22 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 9.000 1,170.00 139.000 18,070 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 0.000 0 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 0.050 1,375.00 0.900 24,750 006 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.050 32,500.00 0.900 585,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,800.0000 16,800.00 0.050 840.00 0.900 15,120 008 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 114.2900 20,000.75 49.000 5,600.21 139.000 15,886 DAY 009 JOB SITE MANAGEMENT LS 450,000.0000 450,000.00 0.050 22,500.00 0.900 405,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.750 446 011 TEMPORARY FIBER ROLL LF 4.0000 5,600.00 1,272.000 5,088 012 STREET SWEEPING LS 7,500.0000 7,500.00 0.850 6,375 013 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.850 6,375 014 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 895.0000 8,950.00 0.000 0 015 WATER QUALITY MONITORING REPORT EA 375.0000 3,750.00 0.000 0 016 WATER QUALITY ANNUAL REPORT EA 995.0000 1,990.00 0.000 0 017 TEMPORARY CREEK DIVERSION SYSTEMS LS 50,000.0000 50,000.00 0.200 10,000 018 INVASIVE SPECIES CONTROL LS 9,000.0000 9,000.00 0.850 7,650 019 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 39,420.00 507.000 3,042.00 6,005.000 36,030 020 CLEARING AND GRUBBING (LS) LS 47,000.0000 47,000.00 0.050 2,350.00 0.900 42,300 021 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 06/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 08:49 AM ESTIMATE NO. 009 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 06/20/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 06/17/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.300 7,594 025 CLASS 2 AGGREGATE BASE (CY) CY 10.0000 1,600.00 135.000 1,350.00 135.000 1,350 026 HOT MIX ASPHALT (TYPE A) TON 510.0000 127,500.00 9.700 4,947.00 229.800 117,198 027 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 0.094 94 030 STRUCTURAL CONCRETE, WINGWALL CY 2,000.0000 42,000.00 0.000 0 (F) (TYPE A) 031 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 344,000.00 5.600 11,200.00 130.980 261,960 (F) 032 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 64,000.00 31.200 62,400 (F) 033 5' X 4' PRECAST CONCRETE BOX CULVERT LF 1,150.0000 54,050.00 0.000 0 034 8' X 4' PRECAST CONCRETE BOX CULVERT LF 1,260.0000 55,440.00 0.000 0 035 8' X 4' DOUBLE PRECAST CONCRETE BOX LF 2,400.0000 98,400.00 0.000 0 CULVERT 036 BAR REINFORCING STEEL LB 3.0000 11,736.00 300.000 900 (F) 037 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 144,000.00 17.400 5,220.00 389.400 116,820 038 CONCRETE BACKFILL (PIPE TRENCH WITH CY 400.0000 39,200.00 16.900 6,760.00 97.500 39,000 REINFORCEMENT) 039 24" REINFORCED CONCRETE PIPE LF 320.0000 556,800.00 1,471.800 470,976 (CLASS II, RUBBER GASKET JOINT) 040 36" REINFORCED CONCRETE PIPE LF 370.0000 35,520.00 95.300 35,261 (CLASS III, RUBBER GASKET JOINT) 041 12" X 18" ELLIPTICAL REINFORCED LF 630.0000 18,270.00 28.200 17,766 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 82.300 41,150.00 136.300 68,150 CONCRETE PIPE (RUBBER GASKET JOINT) 044 24" X 38" ELLIPTICAL REINFORCED LF 365.0000 73,000.00 206.000 75,190 CONCRETE PIPE (RUBBER GASKET JOINT) 045 24" CORRUGATED STEEL PIPE (.138" THICK) LF 309.0000 33,990.00 120.500 37,234 046 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 2.000 1,000 048 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 19.000 38,000 PROGRAM CAS145 PAGE 3 DATE 06/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 08:49 AM ESTIMATE NO. 009 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 06/20/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 06/17/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 7,500.00 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 0.000 0 054 REMOVE CULVERT (LF) LF 10.0000 26,600.00 77.300 773.00 2,195.000 21,950 055 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 056 REMOVE HEADWALL EA 1,800.0000 48,600.00 2.000 3,600.00 21.000 37,800 057 REMOVE FLARED END SECTION (EA) EA 350.0000 4,900.00 12.000 4,200 058 ROCK SLOPE PROTECTION CY 362.0000 6,516.00 17.700 6,407 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 268.0000 19,832.00 17.400 4,663.20 56.400 15,115 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 2,700.00 17.000 170.00 130.000 1,300 061 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 56.000 616 065 MARKER (CULVERT) EA 90.0000 7,290.00 26.000 2,340.00 75.000 6,750 066 PAINT TRAFFIC STRIPE (2-COAT) LF 6.0000 16,020.00 120.000 720.00 2,370.000 14,220 067 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 06/17/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 08:49 AM ESTIMATE NO. 009 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 06/20/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 06/17/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 159,770.41 2,766,931.16 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 23,636.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 159,770.41 2,790,567.69 068 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 3,850,756.75 TOTAL WORK COMPLETED 159,770.41 3,140,567.69 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 159,770.41 3,130,567.69 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 08/11/22 139 166 0 0 81% 79% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER