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 12/20/24 EST. NO. 036 TIME 12:30 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 --------------------------------------------------------------------------- 015 0019 -51,037.53 A.C. @ L.S.(-) 120924 N 19 018 0006 11,867.16 E.W. @ F.A.(+) 121624 N 6 -39,170.37 TOTAL THIS ESTIMATE 11,753,886.38 TOTAL PREVIOUS ESTIMATE 11,714,716.01 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 12/20/24 EST. NO. 036 TIME 12:30 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 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 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 1.000 42,800 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,910.0000 4,318,750.00 625.000 4,318,750 003 DEVELOP WATER SUPPLY LS 1,510,100.0000 1,510,100.00 1.000 1,510,100 004 TEMPORARY RESIDENT ENGINEER OFFICE LS 498,800.0000 498,800.00 1.000 498,800 005 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 1.000 207,400 007 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 1.000 3,352,347 009 PREPARE STORM WATER POLLUTION PREVENTION LS 5,550.0000 5,550.00 0.900 4,995 PLAN 010 RAIN EVENT ACTION PLAN EA 220.0000 7,700.00 3.000 660.00 39.000 8,580 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 220.0000 23,100.00 29.000 6,380 012 STORM WATER ANNUAL REPORT EA 560.0000 2,800.00 3.000 1,680 013 MOVE-IN/MOVE-OUT EA 1,050.0000 18,900.00 10.000 10,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 0.3400 69,700.00 432,719.000 147,124 015 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 255,000.00 418,344.200 313,758 (BONDED FIBER MATRIX) 016 TEMPORARY FIBER ROLL LF 4.0400 262,600.00 48,043.000 194,093 017 TEMPORARY GRAVEL BAG BERM LF 11.4400 21,736.00 2,532.000 28,966 018 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 1.000 183,200 021 TEMPORARY CONCRETE WASHOUT LS 6,310.0000 6,310.00 1.000 6,310 022 TURBIDITY CURTAIN LF 58.6900 305,188.00 5,200.000 305,188 PROGRAM CAS145 PAGE 2 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,857.000 64,264 025 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 1,487,860.000 14,134,670 (F) 027 ROADWAY EXCAVATION (TOPSOIL) CY 7.1200 1,317,200.00 185,000.000 1,317,200 (F) 028 CONSTRUCTION SURVEYING AND FIELD LS 489,700.0000 489,700.00 1.000 489,700 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 41,580.00 220.000 41,580 (F) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 85,800.00 660.000 85,800 (F) 034 ROADSIDE CLEARING LS 655,200.0000 655,200.00 1.000 655,200 035 SOIL AMENDMENT (LS) LS 2,271,000.0000 2,271,000.00 1.000 2,271,000 036 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 0.016 143,366.40 0.051 456,980 041 DECOMPOSED GRANITE SQFT 4.8900 541,543.05 111,555.000 545,503 (F) 042 CONTROL AND NEUTRAL CONDUCTORS LS 131,000.0000 131,000.00 1.000 131,000 043 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 1.000 127,710 047 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 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 67.000 5,580 072 6" WELDED STEEL PIPE CONDUIT LF 102.0000 6,630.00 67.000 6,834 073 DRY SEED (ACRE) ACRE 4,014.0000 96,336.00 30.600 122,828 074 HYDROSEED SQFT 0.4300 1,786,918.32 4,164,336.000 1,790,664 075 MINOR HOT MIX ASPHALT TON 2,776.0000 5,552.00 2.000 5,552 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 167.0000 5,511.00 33.000 5,511 PROGRAM CAS145 PAGE 4 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,777.60 160.000 1,777 078 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 226,452.00 113.000 226,452 (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 1.000 199,400 BRIDGE 088 ERECT PREFABRICATED MODULAR BEAM BRIDGE LS 17,000.0000 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 64.000 10,432 (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 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 1,931.000 252,961 (F) (300 LB, CLASS IV, METHOD B) (CY) 098 ROCK SLOPE PROTECTION CY 164.0000 30,504.00 114.000 18,696 (F) (60 LB, CLASS II, METHOD B) (CY) 099 ROCK SLOPE PROTECTION CY 132.0000 851,400.00 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 16,670.000 109,855 (F) 101 MINOR CONCRETE (DRIVEWAY) CY 2,550.0000 12,750.00 5.000 12,750 (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 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,163.000 203,625 (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 1.000 13,330 109 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 1.000 1,420 111 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 27,360.00 190.000 27,360 114 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 1.000 149,600 116 WATER METER CHARGES LS 233,400.0000 233,400.00 1.000 233,400 PROGRAM CAS145 PAGE 6 DATE 12/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2E1544 TIME 12:30 PM ESTIMATE NO. 036 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 12/20/24 R.E. NAME: JARED CORBITT DATE OF THIS ESTIMATE 12/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 144,026.40 41,319,793.36 ADJUSTMENT OF COMPENSATION -51,037.53 202,426.37 EXTRA WORK 11,867.16 11,512,289.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 104,856.03 53,034,509.37 117 MOBILIZATION LS 6,609,950.0000 6,609,950.00 1.000 6,609,950 ORIGINAL CONTRACT AMOUNT 66,100,000.00 TOTAL WORK COMPLETED 104,856.03 59,644,459.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 104,856.03 59,644,459.37 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 09/24/29 668 50 0 0 85% 36% PROGRESS IS SATISFACTORY JARED CORBITT RESIDENT ENGINEER