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 08/16/22 EST. NO. 009 TIME 08:16 AM R.E. NAME: IQBAL AULAKH 10-0W8704 --------------------------------------------------------------------------- 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 08/16/22 EST. NO. 009 TIME 08:16 AM R.E. NAME: IQBAL AULAKH 10-0W8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 007 MISSING CEM-2402 -10,000.00 008 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 RECD PAYROLLS EST 3 2,000.00 004 MISSING PAYROLS -10,000.00 008 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 08/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W8704 TIME 08:16 AM ESTIMATE NO. 009 BID OPENING 09/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/16/22 LOCATION SEMI-FINAL ESTIMATE 10-CAL-4-29.2/29.4 ------------------- DIRT DYNASTY, INC. IN CALAVERAS COUNTY AT MURPHYS AT 4110 MEADOW OAKS DRIVE 0.2 MILE WEST OF PENNSYLVANIA GULCH VALLEY SPRINGS CA 95252 RD AND FROM PENN GULCH RD TO MITCHLER STREET FED. AID NO. ACST-P004(157)E PROVIDE TWO-WAY-LEFT-LANE WITH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 13,000.00 83.000 16,600 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 004 TRAFFIC CONTROL SYSTEM LS 113,526.5000 113,526.50 1.000 113,526 005 TYPE III BARRICADE EA 100.0000 200.00 2.000 200 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 560.00 140.000 560 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 5,860.00 5,860.000 5,860 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 3,700.00 74.000 3,700 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,000.0000 5,000.00 1.000 5,000 SYSTEMS 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 1,000.0000 1,000.00 1.000 1,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 012 TEMPORARY RADAR SPEED FEEDBACK SIGN LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM (LS) 013 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 1.000 5,000 015 TEMPORARY CHECK DAM LF 2.0000 2,460.00 1,205.000 2,410 016 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,000.00 10.000 1,000 017 TEMPORARY FIBER ROLL LF 2.0000 3,600.00 1,800.000 3,600 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000 019 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 020 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 021 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 9,360.00 4,680.000 9,360 (HAZARDOUS WASTE) 022 TREATED WOOD WASTE LB 1.0000 560.00 560.000 560 PROGRAM CAS145 PAGE 2 DATE 08/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W8704 TIME 08:16 AM ESTIMATE NO. 009 BID OPENING 09/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 024 ROADWAY EXCAVATION CY 125.0000 102,500.00 937.200 117,150 025 HYDROMULCH SQFT 0.0500 1,190.00 23,800.000 1,190 026 HYDROSEED SQFT 0.1000 2,380.00 23,800.000 2,380 027 COMPOST (CY) CY 150.0000 12,300.00 82.000 12,300 028 INCORPORATE MATERIALS SQFT 0.5000 11,900.00 23,800.000 11,900 029 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 67,000.00 787.000 78,700 030 HOT MIX ASPHALT (TYPE A) TON 120.0000 362,400.00 3,046.540 365,584 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0000 4,800.00 431.000 6,465 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 690.00 0.000 0 033 PLACE HOT MIX ASPHALT SQYD 12.0000 2,880.00 730.000 8,760 (MISCELLANEOUS AREA) 034 TACK COAT TON 2,000.0000 12,000.00 5.000 10,000 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 15,060.00 5,000.000 15,000 036 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 65,000.00 31.080 77,700 (F) 037 24" REINFORCED CONCRETE PIPE LF 140.0000 113,400.00 836.900 117,166 038 36" REINFORCED CONCRETE PIPE LF 155.0000 63,550.00 11.855 1,837.53 405.955 62,923 039 12" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 1,650.00 11.000 1,650 040 30" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 6,600.00 33.000 6,600 041 24" CONCRETE FLARED END SECTION EA 800.0000 3,200.00 6.000 4,800 042 36" CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 043 REMOVE CULVERT (LF) LF 10.0000 2,000.00 200.000 2,000 044 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000 045 REMOVE FLARED END SECTION (EA) EA 1,000.0000 1,000.00 1.000 1,000 046 ROCK SLOPE PROTECTION CY 180.0000 4,320.00 37.580 6,764 (20 LB, CLASS I, METHOD B) (CY) 047 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 192.00 120.000 360 048 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 44,800.00 109.400 76,580 CONSTRUCTION) 049 MISCELLANEOUS IRON AND STEEL LB 3.0000 8,430.00 3,742.000 11,226 (F) PROGRAM CAS145 PAGE 3 DATE 08/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W8704 TIME 08:16 AM ESTIMATE NO. 009 BID OPENING 09/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET MAILBOX EA 200.0000 1,800.00 9.000 1,800 051 PAVEMENT MARKER EA 20.0000 3,200.00 160.000 3,200 (RETROREFLECTIVE-RECESSED) 052 REMOVE ROADSIDE SIGN EA 200.0000 1,200.00 6.000 1,200 053 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 8.000 1,600 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 900.00 36.000 900 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,150.00 53.500 1,337 (0.080"-UNFRAMED) 056 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 2.000 600 057 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 9.000 2,700 METHOD) 058 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7500 4,522.50 6,030.000 4,522 059 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 2,680.00 670.000 2,680 060 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 3,059.00 4,370.000 3,059 061 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 320.00 80.000 320 062 FLASHING BEACON SYSTEM LS 142,000.0000 142,000.00 1.000 142,000 063 REMOVING FLASHING BEACON SYSTEMS LS 8,000.0000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 4 DATE 08/16/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0W8704 TIME 08:16 AM ESTIMATE NO. 009 BID OPENING 09/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/22 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/16/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,837.53 1,532,194.73 ADJUSTMENT OF COMPENSATION 0.00 86,594.36 EXTRA WORK 0.00 15,631.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,837.53 1,634,420.53 064 MOBILIZATION LS 150,000.0000 150,000.00 1.000 150,000 ORIGINAL CONTRACT AMOUNT 1,587,000.00 TOTAL WORK COMPLETED 1,837.53 1,784,420.53 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 1,837.53 1,754,420.53 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 10/29/20 65 06/21/21 06/21/21 06/14/22 91 50 0 0 100% 100% IQBAL AULAKH RESIDENT ENGINEER