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 08/22/22 EST. NO. 017 TIME 07:28 PM R.E. NAME: DOAN, ANTHONY 08-0R1424 --------------------------------------------------------------------------- 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 08/22/22 EST. NO. 017 TIME 07:28 PM R.E. NAME: DOAN, ANTHONY 08-0R1424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1424 TIME 07:28 PM ESTIMATE NO. 017 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/22 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/22/22 LOCATION PROGRESS ESTIMATE 08-SBD-40-R125.0/R154.6 ----------------- AMES CONSTRUCTION, INC. NEAR LUDLOW FR 4.5 MI E/O HOMER 391 N. MAIN STREET; WASH BR TO ARIZONA STATE LINE CORONA CA 92880 FED. AID NO. HSIM- 040-2(66)E REGRADE MEDIAN CROSS SLOPE ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 875,000.00 280.000 980,000 004 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 005 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 006 TRAFFIC CONTROL SYSTEM LS 825,000.0000 825,000.00 1.000 825,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 25.0000 12,500.00 826.000 20,650 SYSTEM DAY 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 1.000 55,000 009 TEMPORARY RAILING (TYPE K) LF 10.0000 187,000.00 6,800.000 68,000.00 14,020.000 140,200 010 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 011 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 014 MOVE-IN/MOVE-OUT EA 900.0000 13,500.00 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY SOIL BINDER SQYD 0.6700 14,740.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 14,000.00 34.000 11,900 017 TEMPORARY FIBER ROLL LF 3.0000 132,000.00 25,465.000 76,395 018 TEMPORARY SILT FENCE LF 3.0000 132,000.00 23,964.800 71,894 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 3.000 10,500 020 STREET SWEEPING LS 170,000.0000 170,000.00 1.000 170,000 021 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 022 TREATED WOOD WASTE LB 0.1600 12,608.00 39,400.000 6,304 PROGRAM CAS145 PAGE 2 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1424 TIME 07:28 PM ESTIMATE NO. 017 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/22 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 150,000.0000 150,000.00 1.000 150,000 024 NATURAL RESOURCE PROTECTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 025 TEMPORARY HIGH-VISIBILITY FENCE LF 1.5000 225,000.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 1.000 500,000 027 ROADWAY EXCAVATION CY 16.0000 2,848,000.00 178,000.000 2,848,000 028 SHOULDER BACKING TON 40.0000 318,800.00 8,272.000 330,880 029 IMPORTED BORROW (CY) CY 11.0000 1,049,400.00 62,010.000 682,110 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 2.000 1,800 031 DUFF (ACRE) ACRE 900.0000 135,000.00 150.000 135,000 032 FIBER ROLLS LF 3.5000 2,940.00 1.000 3 033 HYDROSEED SQFT 0.0500 306,500.00 6,161,400.000 308,070 034 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 109,350.00 810.000 109,350 035 MINOR HOT MIX ASPHALT TON 145.0000 102,950.00 423.100 61,349 036 PLACE HOT MIX ASPHALT SQYD 92.0000 234,600.00 1,749.400 160,944 (MISCELLANEOUS AREA) 037 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 880.00 0.000 0 038 STRUCTURAL CONCRETE, BOX CULVERT CY 1,400.0000 98,000.00 70.000 98,000 (F) 039 STRUCTURAL CONCRETE, HEADWALL CY 1,100.0000 443,300.00 403.000 443,300 (F) 040 BAR REINFORCING STEEL LB 2.0000 130,480.00 65,240.000 130,480 (F) 041 18" CORRUGATED STEEL PIPE (.109" THICK) LF 195.0000 25,350.00 122.000 23,790 042 24" CORRUGATED STEEL PIPE (.079" THICK) LF 285.0000 213,750.00 748.300 213,265 043 30" CORRUGATED STEEL PIPE (.079" THICK) LF 290.0000 66,700.00 239.400 69,426 044 36" CORRUGATED STEEL PIPE (.079" THICK) LF 310.0000 89,900.00 322.350 99,928 045 42" CORRUGATED STEEL PIPE (.109" THICK) LF 295.0000 106,200.00 354.000 104,430 046 48" CORRUGATED STEEL PIPE (.109" THICK) LF 315.0000 47,250.00 155.100 48,856 047 54" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 66,000.00 216.200 64,860 048 66" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 45,000.00 150.000 45,000 049 78" CORRUGATED STEEL PIPE (.138" THICK) LF 375.0000 30,000.00 80.000 30,000 PROGRAM CAS145 PAGE 3 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1424 TIME 07:28 PM ESTIMATE NO. 017 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/22 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 84" CORRUGATED STEEL PIPE (.168" THICK) LF 550.0000 44,000.00 80.000 44,000 051 96" CORRUGATED STEEL PIPE (.168" THICK) LF 540.0000 45,900.00 99.000 53,460 052 36" CORRUGATED STEEL PIPE INLET LF 480.0000 187,200.00 390.000 187,200 (.079" THICK) 053 36" CORRUGATED STEEL PIPE RISER LF 1,150.0000 138,000.00 121.700 139,955 (.079" THICK) 054 18" STEEL FLARED END SECTION EA 750.0000 4,500.00 6.000 4,500 055 24" STEEL FLARED END SECTION EA 850.0000 18,700.00 23.000 19,550 056 30" STEEL FLARED END SECTION EA 1,100.0000 8,800.00 8.000 8,800 057 36" STEEL FLARED END SECTION EA 1,400.0000 15,400.00 11.000 15,400 058 42" STEEL FLARED END SECTION EA 2,000.0000 26,000.00 13.000 26,000 059 48" STEEL FLARED END SECTION EA 2,300.0000 9,200.00 4.000 9,200 060 54" STEEL FLARED END SECTION EA 2,600.0000 2,600.00 1.000 2,600 061 66" ALTERNATIVE FLARED END SECTION EA 4,000.0000 8,000.00 2.000 8,000 062 REMOVE CULVERT (LF) LF 45.0000 10,350.00 245.230 11,035 063 REMOVE HEADWALL EA 3,000.0000 48,000.00 17.000 51,000 064 REMOVE FLARED END SECTION (EA) EA 130.0000 15,600.00 112.000 14,560 065 ADJUST INLET EA 2,200.0000 72,600.00 32.000 70,400 066 ROCK SLOPE PROTECTION CY 175.0000 35,000.00 192.000 33,600 (2T, CLASS IX, METHOD A) 067 ROCK SLOPE PROTECTION CY 175.0000 169,750.00 963.200 168,560 (1/4 T, CLASS V, METHOD B) (CY) 068 ROCK SLOPE PROTECTION CY 190.0000 38,000.00 195.700 37,183 (150 LB, CLASS III, METHOD B) (CY) 069 ROCK SLOPE PROTECTION CY 240.0000 187,200.00 830.800 199,392 (60 LB, CLASS II, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 5,805.00 3,941.000 5,911 071 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 5.0000 650.00 128.000 640 072 MISCELLANEOUS IRON AND STEEL LB 3.0000 64,206.00 21,402.000 64,206 (F) 073 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 5.2500 52,500.00 0.000 0 074 REMOVE FENCE (TYPE BW) LF 6.0000 2,760.00 460.000 2,760 075 TEMPORARY DESERT TORTOISE FENCE LF 9.0000 90,000.00 5,704.000 51,336.00 6,745.000 60,705 076 DELINEATOR (CLASS 1) EA 65.0000 4,680.00 72.000 4,680 PROGRAM CAS145 PAGE 4 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1424 TIME 07:28 PM ESTIMATE NO. 017 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/22 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 GUARD RAILING DELINEATOR EA 13.0000 17,420.00 1,406.000 18,278 078 MARKER (CULVERT) EA 65.0000 13,650.00 183.000 11,895 079 OBJECT MARKER EA 100.0000 15,000.00 141.000 14,100 080 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 110,500.00 4,413.000 110,325 081 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.0000 51,220.00 1,970.500 51,233 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 385,400.00 5,278.720 432,855 083 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 37.0000 12,950.00 350.000 12,950 (STEEL POST) 084 CABLE RAILING LF 55.0000 50,270.00 914.000 50,270 (F) 085 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 33,600.00 8.000 33,600 086 RAIL TENSIONING ASSEMBLY EA 800.0000 4,800.00 6.000 4,800 087 END CAP (TYPE A) EA 470.0000 1,410.00 3.000 1,410 088 SEVERE DUTY CRASH CUSHION SYSTEM EA 41,000.0000 246,000.00 6.000 246,000 089 END ANCHOR ASSEMBLY (TYPE SFT) EA 810.0000 8,910.00 11.000 8,910 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 166,500.00 45.000 166,500 091 REMOVE GUARDRAIL LF 9.0000 51,120.00 5,675.000 51,075 092 REMOVE DOUBLE METAL BEAM BARRIER LF 34.0000 3,400.00 100.000 3,400 093 REMOVE CRASH CUSHION EA 5,000.0000 15,000.00 3.000 15,000 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 190,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 0.000 0 MEETING 099 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 100 TEMPORARY RADAR SPEED FEEDBACK EA 11,000.0000 22,000.00 2.200 24,200 SIGN SYSTEM 101 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,300.0000 71,300.00 24.000 55,200 PROGRAM CAS145 PAGE 5 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1424 TIME 07:28 PM ESTIMATE NO. 017 BID OPENING 08/11/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/22 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 119,336.00 11,808,486.59 ADJUSTMENT OF COMPENSATION 0.00 137,500.00 EXTRA WORK 0.00 201,341.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 119,336.00 12,147,328.52 102 MOBILIZATION LS 1,120,000.0000 1,120,000.00 1.000 1,120,000 ORIGINAL CONTRACT AMOUNT 13,995,649.00 TOTAL WORK COMPLETED 119,336.00 13,267,328.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 119,336.00 13,267,328.52 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 09/21/20 250 04/05/21 04/05/21 06/27/22 249 61 0 0 92% 100% PROGRESS IS SATISFACTORY DOAN, ANTHONY RESIDENT ENGINEER