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 08/18/23 EST. NO. 020 TIME 11:02 PM R.E. NAME: JARED CORBITT 11-2E1544 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0015 1,259.68 E.W. @ F.A.(+) 010423 N 0907.0 0016 341.51 012423 N 0908.0 0017 2,015.99 012623 N 0909.0 0018 3,432.16 012723 N 0910.0 0019 3,079.75 020123 N 0911.0 0020 294.01 020223 N 0912.0 0021 1,081.65 020923 N 0913.0 0022 1,849.39 021623 N 0914.0 0023 2,531.57 030223 N 0915.0 0024 52.53 030323 N 0916.0 0025 1,172.63 030623 N 0917.0 0026 1,428.74 030923 N 0918.0 0027 1,391.73 033123 N 0919.0 0028 878.61 041023 N 0920.0 0029 878.61 041123 N 0921.0 015 0006 1,133,205.92 E.W. @ L.S.(+) 081723 N 5 0 1,154,894.48 TOTAL THIS ESTIMATE 4,105,652.52 TOTAL PREVIOUS ESTIMATE 5,260,547.00 TOTAL TO DATE 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 08/18/23 EST. NO. 020 TIME 11:02 PM R.E. NAME: JARED CORBITT 11-2E1544 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAR 2022 CPR -1,000.00 004 RTND DEL MARCH 2022 1,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 LOCATION PROGRESS ESTIMATE 11-SD-5-34.7/36.3 ----------------- MARATHON CONSTRUCTION IN SDC IN SD FROM 0.6 MILE NORTH OF CORPORATION DEL MAR HEIGHTS RD OVERCROSSING TO 10108 RIVERFORD RD VILLA DE LA VALLE UNDERXING. CA, LAKESIDE 92040 FED. AID NO. N O N E TO LOWER EXISTING ELEVATIONS AT THE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 42,800.0000 42,800.00 0.750 32,100 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,910.0000 4,318,750.00 21.000 145,110.00 388.000 2,681,080 003 DEVELOP WATER SUPPLY LS 1,510,100.0000 1,510,100.00 0.034 51,343.40 0.621 937,772 004 TEMPORARY RESIDENT ENGINEER OFFICE LS 498,800.0000 498,800.00 0.034 16,959.20 0.621 309,754 005 CONSTRUCTION AREA SIGNS LS 23,400.0000 23,400.00 1.000 23,400 006 TRAFFIC CONTROL SYSTEM LS 207,400.0000 207,400.00 0.034 7,051.60 0.621 128,795 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 13,330.0000 26,660.00 2.000 26,660 008 JOB SITE MANAGEMENT LS 3,352,347.2300 3,352,347.23 0.034 113,979.81 0.621 2,081,807 009 PREPARE STORM WATER POLLUTION PREVENTION LS 5,550.0000 5,550.00 0.040 222.00 0.748 4,151 PLAN 010 RAIN EVENT ACTION PLAN EA 220.0000 7,700.00 19.000 4,180 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 220.0000 23,100.00 18.000 3,960 012 STORM WATER ANNUAL REPORT EA 560.0000 2,800.00 2.000 1,120 013 MOVE-IN/MOVE-OUT EA 1,050.0000 18,900.00 6.000 6,300 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 0.3400 69,700.00 212,137.000 72,126 015 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 255,000.00 2,420.000 1,815.00 266,667.200 200,000 (BONDED FIBER MATRIX) 016 TEMPORARY FIBER ROLL LF 4.0400 262,600.00 17,882.000 72,243 017 TEMPORARY GRAVEL BAG BERM LF 11.4400 21,736.00 2,397.000 27,421 018 TEMPORARY SILT FENCE LF 5.2700 49,011.00 9,300.000 49,011 019 TEMPORARY CONSTRUCTION ENTRANCE EA 36,600.0000 109,800.00 2.000 73,200 020 STREET SWEEPING LS 183,200.0000 183,200.00 0.034 6,228.80 0.621 113,767 021 TEMPORARY CONCRETE WASHOUT LS 6,310.0000 6,310.00 0.034 214.54 0.621 3,918 022 TURBIDITY CURTAIN LF 58.6900 305,188.00 5,200.000 305,188 PROGRAM CAS145 PAGE 2 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 6.4400 112,700.00 18,023.000 116,068 024 TEMPORARY PROTECTION FENCE (ROPE) LF 5.4200 55,679.66 10,593.000 57,414 025 CLEARING AND GRUBBING (LS) LS 1,119,800.0000 1,119,800.00 1.000 1,119,800 026 ROADWAY EXCAVATION CY 9.5000 14,053,635.00 87,471.000 830,974.50 1,169,928.000 11,114,316 (F) 027 ROADWAY EXCAVATION (TOPSOIL) CY 7.1200 1,317,200.00 5,000.000 35,600.00 125,000.000 890,000 (F) 028 CONSTRUCTION SURVEYING AND FIELD LS 489,700.0000 489,700.00 0.034 16,649.80 0.621 304,103 ENGINEERING 029 STRUCTURE EXCAVATION (BRIDGE) CY 49.4200 4,942.00 100.000 4,942 (F) 030 STRUCTURE EXCAVATION (TYPE D) CY 1,508.0000 874,640.00 580.000 874,640 (F) 031 STRUCTURE EXCAVATION (RETAINING WALL) CY 33.3200 11,328.80 340.000 11,328 (F) 032 STRUCTURE BACKFILL (BRIDGE) CY 189.0000 41,580.00 154.000 29,106.00 210.000 39,690 (F) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 85,800.00 390.000 50,700.00 648.000 84,240 (F) 034 ROADSIDE CLEARING LS 655,200.0000 655,200.00 0.030 19,656.00 0.889 582,472 035 SOIL AMENDMENT (LS) LS 2,271,000.0000 2,271,000.00 0.034 77,214.00 0.621 1,410,291 036 PLANT (GROUP H) EA 14.4400 72,315.52 0.000 0 (F) 037 PLANT (GROUP M) EA 11.3800 843,519.74 0.000 0 (F) 038 PLANT (GROUP P) EA 24.7100 1,362,657.66 0.000 0 (F) 039 PLANT (GROUP A) EA 18.6000 3,127,664.40 0.000 0 (F) 040 PLANT ESTABLISHMENT WORK LS 8,960,400.0000 8,960,400.00 0.000 0 041 DECOMPOSED GRANITE SQFT 4.8900 541,543.05 0.000 0 (F) 042 CONTROL AND NEUTRAL CONDUCTORS LS 131,000.0000 131,000.00 0.668 87,508 043 2" REMOTE CONTROL VALVE EA 844.0000 216,908.00 0.000 0 044 2" MASTER CONTROL VALVE BRASS ASSEMBLY EA 1,061.0000 2,122.00 0.000 0 045 4" HYDROMETER ASSEMBLY EA 3,110.0000 3,110.00 0.000 0 046 TWO-WIRE IRRIGATION CONTROLLER LS 127,710.0000 127,710.00 0.760 97,059 047 2" COPPER PIPE (SUPPLY LINE) LF 45.9700 11,952.20 0.000 0 (F) 048 2" BACKFLOW PREVENTER ASSEMBLY EA 12,100.0000 48,400.00 0.000 0 049 FLOW SENSOR EA 1,800.0000 3,600.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 72.1800 243,535.32 0.000 0 051 1" PLASTIC PIPE (SCHEDULE 40) LF 4.2200 89,970.40 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 052 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 46,900.00 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 053 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.3300 57,990.40 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 054 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5500 43,179.00 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 055 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.2200 112,920.80 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 056 3" GATE VALVE EA 1,688.0000 6,752.00 0.000 0 057 4" GATE VALVE EA 2,721.0000 5,442.00 0.000 0 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.9400 200,858.40 0.000 0 (F) LINE) 059 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 11.6600 226,670.40 0.000 0 (F) (SUPPLY LINE) 060 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.7700 211,726.60 0.000 0 (F) (SUPPLY LINE) 061 2" PLASTIC PIPE (SCHEDULE 40) LF 13.3300 149,029.40 0.000 0 (F) (SUPPLY LINE) 062 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.8200 393,918.00 0.000 0 (F) (SUPPLY LINE) 063 3" PLASTIC PIPE (SCHEDULE 40) LF 17.2700 334,001.80 0.000 0 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 30.9300 147,845.40 0.000 0 (F) (SUPPLY LINE) 065 4" PLASTIC PIPE (CLASS 315) LF 22.2100 421,856.74 0.000 0 (F) (SUPPLY LINE) 066 6" PLASTIC PIPE (CLASS 315) LF 43.3100 236,082.81 0.000 0 (SUPPLY LINE) 067 3" PLASTIC PIPE (SCHEDULE 40) LF 8.4400 125,249.60 0.000 0 (F) (SUPPLY LINE) (ON-GRADE) 068 QUICK COUPLING VALVE EA 549.7000 18,689.80 0.000 0 069 BALL VALVE EA 1,032.8000 35,115.20 0.000 0 (F) 070 PVC PIPE CONDUIT (SLEEVE) LF 49.2000 139,678.80 0.000 0 071 1 1/4" WELDED STEEL PIPE CONDUIT LF 83.2900 5,413.85 20.000 1,665.80 20.000 1,665 072 6" WELDED STEEL PIPE CONDUIT LF 102.0000 6,630.00 20.000 2,040.00 20.000 2,040 073 DRY SEED (ACRE) ACRE 4,014.0000 96,336.00 22.800 91,519 074 HYDROSEED SQFT 0.4300 1,786,918.32 1,293,792.000 556,330.56 1,293,792.000 556,330 075 MINOR HOT MIX ASPHALT TON 2,776.0000 5,552.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 167.0000 5,511.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 11.1100 1,777.60 0.000 0 078 TEMPORARY UTILITY CROSSING EA 150,900.0000 452,700.00 3.000 452,700 (F) 079 FURNISH PILING (CLASS 140) LF 55.5300 188,357.76 3,392.000 188,357 080 DRIVE PILE (CLASS 140) EA 1,672.0000 127,072.00 76.000 127,072 081 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,399.0000 58,758.00 42.000 58,758 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 2,004.0000 226,452.00 84.000 168,336 (F) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 1,917.0000 421,740.00 220.000 421,740 (F) 084 MINOR CONCRETE (MINOR STRUCTURE) CY 3,248.0000 77,952.00 24.000 77,952 (F) 085 BAR REINFORCING STEEL (BRIDGE) LB 2.3300 71,670.80 0.000 0 (F) 086 BAR REINFORCING STEEL (RETAINING WALL) LB 2.5500 107,661.00 0.000 0 (F) 087 FURNISH PREFABRICATED MODULAR BEAM LS 199,400.0000 199,400.00 0.900 179,460.00 0.900 179,460 BRIDGE 088 ERECT PREFABRICATED MODULAR BEAM BRIDGE LS 17,000.0000 17,000.00 1.000 17,000.00 1.000 17,000 089 18" REINFORCED CONCRETE PIPE LF 289.0000 43,639.00 151.000 43,639 090 24" REINFORCED CONCRETE PIPE LF 294.0000 15,876.00 54.000 15,876 091 30" REINFORCED CONCRETE PIPE LF 311.0000 23,014.00 74.000 23,014 092 REMOVE DRAINAGE FACILITY (EA) EA 2,080.0000 12,480.00 6.000 12,480 093 REMOVE ROCK SLOPE PROTECTION SQFT 4.7600 17,612.00 3,700.000 17,612 (F) 094 SMALL-ROCK SLOPE PROTECTION CY 163.0000 9,780.00 0.000 0 (F) 095 ROCK SLOPE PROTECTION CY 132.0000 303,600.00 0.000 0 (2T, CLASS IX, METHOD A) 096 ROCK SLOPE PROTECTION CY 132.0000 1,874,400.00 677.000 89,364.00 12,600.000 1,663,200 (F) (1/4 T, CLASS V, METHOD B) (CY) 097 ROCK SLOPE PROTECTION CY 131.0000 252,961.00 1,450.000 189,950 (F) (300 LB, CLASS IV, METHOD B) (CY) 098 ROCK SLOPE PROTECTION CY 164.0000 30,504.00 0.000 0 (F) (60 LB, CLASS II, METHOD B) (CY) 099 ROCK SLOPE PROTECTION CY 132.0000 851,400.00 338.000 44,616.00 5,720.000 755,040 (F) (20 LB, CLASS I, METHOD B) (CY) 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.5900 121,256.00 747.000 4,922.73 16,650.000 109,723 (F) 101 MINOR CONCRETE (DRIVEWAY) CY 2,550.0000 12,750.00 0.000 0 (F) 102 BOOSTER PUMP LS 71,400.0000 71,400.00 1.000 71,400 103 MISCELLANEOUS IRON AND STEEL LB 2.2200 9,859.02 4,441.000 9,859 (F) PROGRAM CAS145 PAGE 5 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2" COPPER PIPE (TYPE L) LF 394.0000 110,320.00 280.000 110,320 105 LODGEPOLE PINE RAIL FENCE (4' HIGH) LF 33.0400 203,625.52 0.000 0 (F) 106 TEMPORARY FENCE (TYPE CL-6) LF 111.0000 19,092.00 172.000 19,092 107 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 61,600.00 1,254.000 62,700 108 SDG&E GATE EA 13,330.0000 13,330.00 0.000 0 109 20' CHAIN LINK GATE (TYPE CL-6) EA 4,440.0000 22,200.00 3.000 13,320 110 REMOVE GATE EA 1,420.0000 1,420.00 0.000 0 111 HABITAT RESTORATION SIGN EA 444.0000 10,656.00 0.000 0 112 MIDWEST GUARDRAIL SYSTEM LF 180.0000 9,000.00 0.000 0 113 CABLE RAILING LF 144.0000 27,360.00 0.000 0 114 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,660.0000 26,640.00 0.000 0 115 ELECTRIC SERVICE FOR BOOSTER PUMP LS 149,600.0000 149,600.00 0.034 5,086.40 0.622 93,051 116 WATER METER CHARGES LS 233,400.0000 233,400.00 1.000 233,400 PROGRAM CAS145 PAGE 6 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 11:02 PM ESTIMATE NO. 020 BID OPENING 11/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,303,310.14 29,738,440.10 ADJUSTMENT OF COMPENSATION 0.00 138,202.68 EXTRA WORK 1,154,894.48 5,122,344.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,458,204.62 34,998,987.10 117 MOBILIZATION LS 6,609,950.0000 6,609,950.00 0.050 330,497.50 1.000 6,609,950 ORIGINAL CONTRACT AMOUNT 66,100,000.00 TOTAL WORK COMPLETED 3,788,702.12 41,608,937.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,788,702.12 41,608,937.10 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 12/21/21 1875 01/03/22 01/03/22 08/15/29 388 19 0 0 60% 21% PROGRESS IS SATISFACTORY JARED CORBITT RESIDENT ENGINEER