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 05/23/25 EST. NO. 001 TIME 08:51 AM R.E. NAME: IQBAL AULAKH 10-0K1304 --------------------------------------------------------------------------- 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 05/23/25 EST. NO. 001 TIME 08:51 AM R.E. NAME: IQBAL AULAKH 10-0K1304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 10/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 05/23/25 LOCATION PROGRESS ESTIMATE 10-AMA-88-R54.7/R60.8 ----------------- WYLATTI RESOURCE MANAGEMENT, AMADOR COUNTY ABOUT 40 MILES EAST OF INC. JACKSON AT VARIOUS LOCATIONS FROM FOSTER 23601 CEMETERY LANE MEADOW ROAD TO 0.9 MILE EAST OF SHOT ROCK COVELO CA 95428 VISTA POINT FED. AID NO. N O N E REMOVE AND REPLACE DRAINAGE PIPES AND RESU ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,266.6600 5,266.66 0.080 421.33 0.080 421 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,246.6600 4,246.66 0.250 1,061.67 0.250 1,061 003 TIME-RELATED OVERHEAD (WDAY) WDAY 150.0000 9,000.00 5.000 750.00 5.000 750 004 CONSTRUCTION AREA SIGNS LS 22,166.6600 22,166.66 0.500 11,083.33 0.500 11,083 005 TRAFFIC CONTROL SYSTEM LS 200,153.4700 200,153.47 0.080 16,012.28 0.080 16,012 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 2,558.3200 38,374.80 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 52.9000 12,167.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,400.0000 18,400.00 0.080 1,472.00 0.080 1,472 009 TEMPORARY RAILING (TYPE K) LF 14.7400 12,086.80 0.000 0 010 TEMPORARY CRASH CUSHION TL-3 EA 1,066.6600 4,266.64 0.000 0 011 JOB SITE MANAGEMENT LS 260,496.9000 260,496.90 0.080 20,839.75 0.080 20,839 012 WATER POLLUTION CONTROL PROGRAM LS 10,693.3300 10,693.33 0.080 855.47 0.080 855 013 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 12,000.00 0.000 0 014 STREET SWEEPING LS 5,558.4000 5,558.40 0.080 444.67 0.080 444 015 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.080 240.00 0.080 240 016 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 60.0000 42,000.00 23.000 1,380.00 23.000 1,380 (HAZARDOUS WASTE) 017 TREATED WOOD WASTE LB 0.6600 686.40 0.000 0 018 INVASIVE SPECIES CONTROL LS 5,833.3300 5,833.33 0.080 466.67 0.080 466 019 CLEARING AND GRUBBING (LS) LS 8,271.3600 8,271.36 0.080 661.71 0.080 661 020 ROADWAY EXCAVATION CY 83.2900 14,159.30 7.800 649.66 7.800 649 021 SHOULDER BACKING TON 1,622.3200 25,957.12 0.700 1,135.62 0.700 1,135 022 STRUCTURE EXCAVATION CY 114.5600 9,393.92 9.200 1,053.95 9.200 1,053 (F) PROGRAM CAS145 PAGE 2 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 10/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (CULVERT) CY 4.7700 3,863.70 55.000 262.35 55.000 262 (F) 024 STRUCTURE BACKFILL CY 299.3700 10,178.58 4.500 1,347.17 4.500 1,347 (F) 025 STRUCTURE BACKFILL (CULVERT) CY 296.2300 47,396.80 21.400 6,339.32 21.400 6,339 (F) 026 ROADSIDE CLEARING LS 9,435.0800 9,435.08 0.080 754.81 0.080 754 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,055.5500 4,111.10 0.000 0 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.9000 23,560.00 0.000 0 029 HYDROMULCH SQFT 0.1600 1,984.00 0.000 0 030 FIBER ROLLS LF 11.9500 13,503.50 0.000 0 031 HYDROSEED SQFT 0.3100 3,844.00 0.000 0 032 COMPOST (CY) CY 175.5500 13,692.90 0.000 0 033 INCORPORATE MATERIALS SQFT 0.2700 3,348.00 0.000 0 034 CLASS 2 AGGREGATE BASE (CY) CY 403.7700 6,864.09 0.000 0 035 HOT MIX ASPHALT (TYPE A) TON 500.4100 235,192.70 13.700 6,855.62 13.700 6,855 036 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 146.0600 9,347.84 8.500 1,241.51 8.500 1,241 AREA) 037 TACK COAT TON 11,188.9666 3,356.69 0.020 223.78 0.020 223 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.7000 20,793.00 0.000 0 039 TEMPORARY SHORING LS 52,187.9300 52,187.93 0.080 4,175.03 0.080 4,175 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,444.9100 57,783.83 1.310 5,822.83 1.310 5,822 (F) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 3,211.9285 6,745.05 0.000 0 (F) 042 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 0.080 800.00 0.080 800 043 CONCRETE BACKFILL (PIPE TRENCH) CY 352.9200 70,584.00 19.740 6,966.64 19.740 6,966 (F) 044 24" REINFORCED CONCRETE PIPE LF 357.0300 253,491.30 240.000 85,687.20 240.000 85,687 045 30" REINFORCED CONCRETE PIPE LF 336.6100 18,176.94 0.000 0 046 36" REINFORCED CONCRETE PIPE LF 375.3100 41,284.10 0.000 0 047 30" X 19" ELLIPTICAL REINFORCED CONCRETE LF 447.2500 29,518.50 0.000 0 PIPE (CLASS III) 048 24" CONCRETE FLARED END SECTION EA 2,094.3800 10,471.90 0.000 0 049 30" CONCRETE FLARED END SECTION EA 2,719.0900 2,719.09 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 10/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" CONCRETE FLARED END SECTION EA 3,295.8800 3,295.88 0.000 0 051 ABANDON CULVERT (LF) LF 90.9800 40,941.00 0.000 0 052 REMOVE CULVERT (LF) LF 40.0000 17,600.00 152.100 6,084.00 152.100 6,084 053 REMOVE INLET EA 1,483.2500 1,483.25 0.000 0 054 REMOVE HEADWALL EA 1,491.3500 7,456.75 0.000 0 055 REMOVE FLARED END SECTION (EA) EA 498.6000 2,493.00 1.000 498.60 1.000 498 056 SAND BACKFILL CY 464.7900 14,408.49 0.000 0 057 CONCRETE (CONCRETE APRON) CY 4,253.6300 29,775.41 0.000 0 058 GABION CY 981.3400 23,552.16 3.000 2,944.02 3.000 2,944 (F) 059 ROCK SLOPE PROTECTION (150 LB, CLASS CY 1,586.3911 7,138.76 0.000 0 III, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 32.6500 3,591.50 13.000 424.45 13.000 424 061 MINOR CONCRETE (CURB) (CY) CY 14,303.6411 24,316.19 0.000 0 062 MISCELLANEOUS IRON AND STEEL LB 8.6900 22,680.90 326.000 2,832.94 326.000 2,832 (F) 063 SURVEY MONUMENT (TYPE D) EA 1,666.6600 4,999.98 0.000 0 064 MARKER (CULVERT) EA 86.6600 2,253.16 0.000 0 065 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 5,800.00 0.000 0 066 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 0.000 0 067 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 200.0000 200.00 0.000 0 BRACKET METHOD) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.4000 6,532.00 0.000 0 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.8600 2,627.68 0.000 0 (0.080"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 43.8600 1,710.54 0.000 0 (0.063"-FRAMED) 071 ROADSIDE SIGN - ONE POST EA 733.3300 21,999.90 0.000 0 072 ROADSIDE SIGN - TWO POST EA 1,066.6600 1,066.66 0.000 0 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 100.0000 19,000.00 0.000 0 (RECESSED, BROKEN 12-3) 074 THERMOPLASTIC PAVEMENT MARKING SQFT 866.6600 38,133.04 0.000 0 (RECESSED) 075 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 86.6600 42,463.40 0.000 0 (RECESSED) 076 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 86.6600 6,759.48 0.000 0 (RECESSED, BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 10/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 133.3300 22,666.10 0.000 0 (RECESSED) PROGRAM CAS145 PAGE 5 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 10/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,788.38 191,788.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 191,788.38 191,788.38 078 MOBILIZATION LS 86,450.9400 86,450.94 0.500 43,225.47 0.500 43,225 ORIGINAL CONTRACT AMOUNT 2,149,409.54 TOTAL WORK COMPLETED 235,013.85 235,013.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 235,013.85 235,013.85 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 12/27/24 60 00/00/00 02/20/25 08/07/25 5 163 0 0 11% 8% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER