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 08/25/25 EST. NO. 004 TIME 08:31 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 08/25/25 EST. NO. 004 TIME 08:31 AM R.E. NAME: IQBAL AULAKH 10-0K1304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW-NONCOMPLIANCE -10,000.00 003 B2GNOW NON-COMPL -10,000.00 004 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:31 AM ESTIMATE NO. 004 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 08/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/25/25 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 0.340 1,790.66 1.000 5,266 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,246.6600 4,246.66 0.750 3,185 003 TIME-RELATED OVERHEAD (WDAY) WDAY 150.0000 9,000.00 16.000 2,400.00 57.000 8,550 004 CONSTRUCTION AREA SIGNS LS 22,166.6600 22,166.66 0.150 3,325.00 0.900 19,949 005 TRAFFIC CONTROL SYSTEM LS 200,153.4700 200,153.47 0.780 156,119 006 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 0.120 2,208.00 0.900 16,560 009 TEMPORARY RAILING (TYPE K) LF 14.7400 12,086.80 820.000 12,086 010 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 0.120 31,259.63 0.900 234,447 012 WATER POLLUTION CONTROL PROGRAM LS 10,693.3300 10,693.33 0.120 1,283.20 0.900 9,624 013 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 12,000.00 0.000 0 014 STREET SWEEPING LS 5,558.4000 5,558.40 0.120 667.01 0.900 5,002 015 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.080 240 016 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 60.0000 42,000.00 623.000 37,380 (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 0.120 700.00 0.900 5,250 019 CLEARING AND GRUBBING (LS) LS 8,271.3600 8,271.36 0.220 1,819.70 1.000 8,271 020 ROADWAY EXCAVATION CY 83.2900 14,159.30 169.400 14,109 021 SHOULDER BACKING TON 1,622.3200 25,957.12 1.200 1,946 022 STRUCTURE EXCAVATION CY 114.5600 9,393.92 3.800 435.33 82.000 9,393 (F) PROGRAM CAS145 PAGE 2 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:31 AM ESTIMATE NO. 004 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 08/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.500 193.19 810.000 3,863 (F) 024 STRUCTURE BACKFILL CY 299.3700 10,178.58 0.600 179.62 34.000 10,178 (F) 025 STRUCTURE BACKFILL (CULVERT) CY 296.2300 47,396.80 160.000 47,396 (F) 026 ROADSIDE CLEARING LS 9,435.0800 9,435.08 0.220 2,075.72 1.000 9,435 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,055.5500 4,111.10 2.000 4,111 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.9000 23,560.00 2,400.000 4,560.00 12,400.000 23,560 029 HYDROMULCH SQFT 0.1600 1,984.00 2,400.000 384.00 12,400.000 1,984 030 FIBER ROLLS LF 11.9500 13,503.50 1,130.000 13,503 031 HYDROSEED SQFT 0.3100 3,844.00 2,400.000 744.00 12,400.000 3,844 032 COMPOST (CY) CY 175.5500 13,692.90 8.000 1,404.40 78.000 13,692 033 INCORPORATE MATERIALS SQFT 0.2700 3,348.00 2,400.000 648.00 12,400.000 3,348 034 CLASS 2 AGGREGATE BASE (CY) CY 403.7700 6,864.09 15.000 6,056 035 HOT MIX ASPHALT (TYPE A) TON 500.4100 235,192.70 18.300 9,157.50 470.000 235,192 036 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 146.0600 9,347.84 3.000 438.18 64.000 9,347 AREA) 037 TACK COAT TON 11,188.9666 3,356.69 0.200 2,237 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.7000 20,793.00 2,390.000 20,793 039 TEMPORARY SHORING LS 52,187.9300 52,187.93 0.380 19,831 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,444.9100 57,783.83 6.080 27,025 (F) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 3,211.9285 6,745.05 1.900 6,102 (F) 042 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000 043 CONCRETE BACKFILL (PIPE TRENCH) CY 352.9200 70,584.00 11.710 4,132.69 200.000 70,584 (F) 044 24" REINFORCED CONCRETE PIPE LF 357.0300 253,491.30 710.000 253,491 045 30" REINFORCED CONCRETE PIPE LF 336.6100 18,176.94 54.000 18,176 046 36" REINFORCED CONCRETE PIPE LF 375.3100 41,284.10 10.000 3,753.10 110.000 41,284 047 30" X 19" ELLIPTICAL REINFORCED CONCRETE LF 447.2500 29,518.50 1.000 447.25 66.000 29,518 PIPE (CLASS III) 048 24" CONCRETE FLARED END SECTION EA 2,094.3800 10,471.90 5.000 10,471 049 30" CONCRETE FLARED END SECTION EA 2,719.0900 2,719.09 1.000 2,719 PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:31 AM ESTIMATE NO. 004 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 08/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,295 051 ABANDON CULVERT (LF) LF 90.9800 40,941.00 450.000 40,941 052 REMOVE CULVERT (LF) LF 40.0000 17,600.00 439.300 17,572 053 REMOVE INLET EA 1,483.2500 1,483.25 1.000 1,483.25 1.000 1,483 054 REMOVE HEADWALL EA 1,491.3500 7,456.75 1.000 1,491.35 5.000 7,456 055 REMOVE FLARED END SECTION (EA) EA 498.6000 2,493.00 5.000 2,493 056 SAND BACKFILL CY 464.7900 14,408.49 7.930 3,685.78 31.000 14,408 057 CONCRETE (CONCRETE APRON) CY 4,253.6300 29,775.41 7.000 29,775 058 GABION CY 981.3400 23,552.16 21.000 20,608 (F) 059 ROCK SLOPE PROTECTION (150 LB, CLASS CY 1,586.3911 7,138.76 4.500 7,138 III, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 32.6500 3,591.50 48.000 1,567.20 110.000 3,591 061 MINOR CONCRETE (CURB) (CY) CY 14,303.6411 24,316.19 1.000 14,303 062 MISCELLANEOUS IRON AND STEEL LB 8.6900 22,680.90 328.000 2,850.32 2,610.000 22,680 (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 29.000 5,800.00 29.000 5,800 066 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 1.000 200.00 1.000 200 BRACKET METHOD) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.4000 6,532.00 230.000 6,532.00 230.000 6,532 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.8600 2,627.68 88.000 2,627.68 88.000 2,627 (0.080"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 43.8600 1,710.54 39.000 1,710.54 39.000 1,710 (0.063"-FRAMED) 071 ROADSIDE SIGN - ONE POST EA 733.3300 21,999.90 30.000 21,999.90 30.000 21,999 072 ROADSIDE SIGN - TWO POST EA 1,066.6600 1,066.66 1.000 1,066.66 1.000 1,066 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 100.0000 19,000.00 190.000 19,000 (RECESSED, BROKEN 12-3) 074 THERMOPLASTIC PAVEMENT MARKING SQFT 866.6600 38,133.04 44.000 38,133 (RECESSED) 075 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 86.6600 42,463.40 490.000 42,463 (RECESSED) 076 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 86.6600 6,759.48 78.000 6,759 (RECESSED, BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:31 AM ESTIMATE NO. 004 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 08/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,666.10 170.000 22,666 (RECESSED) PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K1304 TIME 08:31 AM ESTIMATE NO. 004 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 08/20/25 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 125,020.86 1,799,841.33 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,020.86 1,799,841.33 078 MOBILIZATION LS 86,450.9400 86,450.94 1.000 86,450 ORIGINAL CONTRACT AMOUNT 2,149,409.54 TOTAL WORK COMPLETED 125,020.86 1,886,292.27 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 115,020.86 1,866,292.27 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 08/26/25 57 70 0 0 88% 95% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER