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 08/24/21 EST. NO. 005 TIME 09:58 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 08/24/21 EST. NO. 005 TIME 09:58 AM R.E. NAME: IQBAL AULAKH 10-0S7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:58 AM ESTIMATE NO. 005 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 08/20/21 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/24/21 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 22.000 2,860.00 91.000 11,830 003 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 6.000 1,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 27,500.0000 27,500.00 0.100 2,750.00 0.600 16,500 006 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.150 97,500.00 0.550 357,500 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,800.0000 16,800.00 0.150 2,520.00 0.550 9,240 008 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 114.2900 20,000.75 22.000 2,514.38 60.000 6,857 DAY 009 JOB SITE MANAGEMENT LS 450,000.0000 450,000.00 0.150 67,500.00 0.550 247,500 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.750 446 011 TEMPORARY FIBER ROLL LF 4.0000 5,600.00 170.000 680.00 714.000 2,856 012 STREET SWEEPING LS 7,500.0000 7,500.00 0.150 1,125.00 0.550 4,125 013 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.400 3,000 014 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 0.200 1,800 019 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 39,420.00 702.000 4,212.00 3,435.000 20,610 020 CLEARING AND GRUBBING (LS) LS 47,000.0000 47,000.00 0.400 18,800 021 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 9,600.00 0.000 0 022 HYDROMULCH SQFT 1.0000 10,500.00 1,990.000 1,990.00 1,990.000 1,990 PROGRAM CAS145 PAGE 2 DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:58 AM ESTIMATE NO. 005 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 08/20/21 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/24/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,990.000 1,990.00 1,990.000 1,990 024 COMPOST (CY) CY 415.0000 13,695.00 12.200 5,063.00 12.200 5,063 025 CLASS 2 AGGREGATE BASE (CY) CY 10.0000 1,600.00 0.000 0 026 HOT MIX ASPHALT (TYPE A) TON 510.0000 127,500.00 51.400 26,214.00 146.900 74,919 027 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 55.000 110,000.00 86.680 173,360 (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 0.000 0 (F) 037 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 144,000.00 26.000 7,800.00 256.000 76,800 038 CONCRETE BACKFILL (PIPE TRENCH WITH CY 400.0000 39,200.00 21.300 8,520 REINFORCEMENT) 039 24" REINFORCED CONCRETE PIPE LF 320.0000 556,800.00 249.600 79,872.00 1,024.600 327,872 (CLASS II, RUBBER GASKET JOINT) 040 36" REINFORCED CONCRETE PIPE LF 370.0000 35,520.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 041 12" X 18" ELLIPTICAL REINFORCED LF 630.0000 18,270.00 0.000 0 CONCRETE PIPE (RUBBER GASKET JOINT) 042 14" X 23" ELLIPTICAL REINFORCED LF 630.0000 18,270.00 0.000 0 CONCRETE PIPE (RUBBER GASKET JOINT) 043 19" X 30" ELLIPTICAL REINFORCED LF 500.0000 70,000.00 0.000 0 CONCRETE PIPE (RUBBER GASKET JOINT) 044 24" X 38" ELLIPTICAL REINFORCED LF 365.0000 73,000.00 194.400 70,956.00 388.800 141,912 CONCRETE PIPE (RUBBER GASKET JOINT) 045 24" CORRUGATED STEEL PIPE (.138" THICK) LF 309.0000 33,990.00 120.500 37,234.50 120.500 37,234 046 36" CORRUGATED STEEL PIPE (.168" THICK) LF 211.0000 25,320.00 115.000 24,265.00 115.000 24,265 047 24" STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 048 18" CONCRETE FLARED END SECTION EA 1,200.0000 2,400.00 2.000 2,400.00 2.000 2,400 049 24" CONCRETE FLARED END SECTION EA 2,000.0000 46,000.00 7.000 14,000.00 14.000 28,000 PROGRAM CAS145 PAGE 3 DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:58 AM ESTIMATE NO. 005 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 08/20/21 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/24/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 END SECTION 051 24" X 38" ELLIPTICAL CONCRETE FLARED EA 3,500.0000 21,000.00 6.000 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 26,600.00 450.300 4,503.00 1,455.300 14,553 055 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 056 REMOVE HEADWALL EA 1,800.0000 48,600.00 3.000 5,400.00 14.000 25,200 057 REMOVE FLARED END SECTION (EA) EA 350.0000 4,900.00 7.000 2,450.00 12.000 4,200 058 ROCK SLOPE PROTECTION CY 362.0000 6,516.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 268.0000 19,832.00 11.000 2,948.00 39.000 10,452 (60 LB, CLASS II, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 2,700.00 16.000 160.00 43.000 430 061 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 5.000 55.00 56.000 616 065 MARKER (CULVERT) EA 90.0000 7,290.00 6.000 540.00 37.000 3,330 066 PAINT TRAFFIC STRIPE (2-COAT) LF 6.0000 16,020.00 280.000 1,680.00 1,470.000 8,820 067 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.200 600 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 08/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7504 TIME 09:58 AM ESTIMATE NO. 005 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 08/20/21 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/24/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 603,181.88 1,797,772.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 603,181.88 1,797,772.15 068 MOBILIZATION LS 350,000.0000 350,000.00 0.950 332,500 ORIGINAL CONTRACT AMOUNT 3,850,756.75 TOTAL WORK COMPLETED 603,181.88 2,130,272.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 603,181.88 2,130,272.15 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 12/21/21 92 0 0 0 54% 53% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/21