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 04/17/24 EST. NO. 061 TIME 01:13 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0363 524.78 E.W. @ F.A.(+) 042422 N 718 0 0364 632.62 042622 N 720 0 0365 496.22 042222 N 717 0 0366 521.45 041622 N 716 0 0367 438.36 072822 N 713 0 0368 705.87 111722 N 609 0 0369 549.66 120922 N 638 0 0370 124.58 121222 N 639 0 0371 677.91 110322 N 608 0 0372 763.69 011023 N 712 0 0373 603.30 042522 N 719 0 0374 3,960.21 020821 N S73 0 0375 1,966.81 020821 N S74 0 0376 7,129.26 102821 N S122 0 0377 7,723.39 102821 N S123 0 0378 5,566.09 102921 N S124 0 0379 1,720.95 110521 N S133 0 0380 1,435.14 020321 N S71 0 0381 2,503.00 093021 N S100 0 0382 2,952.94 100421 N S101 0 0383 3,831.97 100421 N S102 0 0384 2,250.32 100521 N S103 0 0385 1,268.34 042221 N S86 0 0386 1,487.27 092721 N S97 0 002 0047 10,000.00 E.W. @ F.A.(+) 100223 N 939 0 003 0100 684.70 E.W. @ F.A.(+) 121522 N 649 0 004 0048 8,200.00 E.W. @ F.A.(+) 113023 N 935 0 007 0013 350.69 E.W. @ F.A.(+) 110722 N 598 0 0014 288.08 120122 N 641 0 011 0036 681.93 E.W. @ F.A.(+) 112922 N 597 0 0037 223.96 071622 N 705 0 0038 574.65 071522 N 706 0 0039 645.88 050922 N 710 0 013 0013 502.59 E.W. @ F.A.(+) 081022 N 662 0 017 0089 212,903.07 E.W. @ L.S.(+) 041624 N 001 0 030 0028 736.20 E.W. @ F.A.(+) 080420 N 667 0 0029 410.63 061521 N 684 0 0030 325.34 062921 N 690 0 037 0002 2,149.40 E.W. @ F.A.(+) 012622 N S135 0 040 0018 7,699.73 E.W. @ F.A.(+) 050923 N 940 0 041 0002 15,898.53 E.W. @ L.S.(+) 041624 N 041 0 049 0007 124.58 E.W. @ F.A.(+) 072222 N 746 0 0008 521.84 071222 N 748 0 0009 124.58 072622 N 745 0 0010 340.52 061622 N 749 0 0011 260.99 060122 N 753 0 0012 456.73 052422 N 755 0 0013 260.99 052022 N 756 0 0014 495.53 051122 N 757 0 0015 260.99 050322 N 758 0 0016 260.99 050522 N 759 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/17/24 EST. NO. 061 TIME 01:13 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0017 254.44 041422 N 761 0 0018 430.00 033122 N 763 0 0019 252.51 033022 N 764 0 0020 2,941.41 060822 N S152 0 0021 2,342.69 121422 N S176 0 0022 866.80 033022 N S142 0 050 0009 3,478.31 E.W. @ F.A.(+) 111522 N S170 0 0010 3,168.21 103122 N S205 0 0011 5,369.08 110322 N S208 0 0012 3,070.80 110122 N S206 0 0013 2,835.20 110222 N S207 0 054 0007 2,133.11 E.W. @ F.A.(+) 042623 N S195 0 061 0012 1,724.11 E.W. @ F.A.(+) 073123 N S196 0 0013 1,664.67 080123 N S197 0 0014 1,948.98 080223 N S198 0 0015 5,074.20 081223 N S199 0 0016 4,019.05 081923 N S200 0 356,790.82 TOTAL THIS ESTIMATE 7,489,752.47 TOTAL PREVIOUS ESTIMATE 7,846,543.29 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 04/17/24 EST. NO. 061 TIME 01:13 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 011 CRCP THICKNESS -1,035.71 014 RECD ANNUAL CEM-4401 10,000.00 014 CRCP THICKNESS -21,034.80 031 ELECTR NONCOMPLIANCE -494,216.65 041 ANTIC LIQ DAMAGES -153,100.00 042 ELECTR NONCOMPLIANCE 494,216.65 042 54-NON-COMPLIANT LCB -1,943.75 043 NON-COMPLIANT CRCP -1,336.90 044 NON-COMPL TYPE A HMA -4,331.25 044 RAMP LIQUIDATED DAMS -246,900.00 044 PERFORMANCE FAILURE -412,110.45 045 ANT 24 LDS@ $19,200. -460,800.00 046 NON-COMPLIANT LCB -1,637.50 046 PERFORMANCE FAILUR 412,110.45 046 ANT 30 LDS @ $19200. -576,000.00 047 ANT 31 LDS @ $19200. -595,200.00 048 ANT 85 LDS @ $19200. 1,632,000.00 049 LIQUIDATED DAMAGES -249,600.00 053 SOURCE INSPECT DEDUC -26,572.80 053 ANT 26 LDS @ $19200 -499,200.00 054 ANT 25 LDS @$19200 -480,000.00 055 STAGE 3 THICKNESS -13,027.12 055 MISS CEM-2406 -10,000.00 057 STAGE 4 THICKNES DEF -12,914.36 057 RECD CEM-2406 10,000.00 058 ANT LIQ DAM 1,628,800.00 059 DISINCNTVE LATE RAMP -400,000.00 059 MISS CEM-2402F -10,000.00 059 CUF VIOLATION -2,786,994.10 060 DBE UNDERUTILIZATION -2,141,542.73 060 0.00 -5,422,371.02 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 005 MISS PAYROLLS -5,000.00 006 RECD PAYROLLS #05 2,000.00 006 MISS PAYROLLS -10,000.00 007 RECD PAYROLLS 5,000.00 008 RECD PAYROLLS #7 10,000.00 009 MISSING PAYROLL -10,000.00 010 MISS PAYROLL -10,000.00 011 RECD PAYROLLS #10 10,000.00 012 MISS PAYROLLS -10,000.00 017 MISS PAYROLLS -10,000.00 022 RECD PAYROLLS #11 10,000.00 022 MISS PAYROLLS -10,000.00 027 MISS PAYROLLS -10,000.00 032 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/17/24 EST. NO. 061 TIME 01:13 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISS PAYROLLS -10,000.00 036 RECD PAYROLLS #17 10,000.00 037 RECD PAYROLLS #27 10,000.00 038 RECD PAYROLLS #22 10,000.00 041 MISS PAYROLLS -10,000.00 042 MISS PAYROLLS -10,000.00 045 MISS PAYROLLS -10,000.00 059 RECD PAYROLLS 50,000.00 061 50,000.00 0.00 LIQUIDATED DAMAGES 50 LDS @ $19200 -960,000.00 059 0.00 -960,000.00 TOTAL DEDUCTIONS 50,000.00 -6,382,371.02 PROGRAM CAS145 PAGE 1 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 LOCATION SEMI-FINAL ESTIMATE 05-MON-101-R36.9/47.7 ------------------- OHL USA INC IN MONTEREY COUNTY, IN AND NEAR 1920 MAIN STREET #310 KING CITY FROM 0.4 MILES SOUTH OF IRVINE CA 92614 WILD HORSE ROAD OC TO TEAGUE AVENUE FED. AID NO. 1NHG-Q101(338)E PAVEMENT REHABILITATION, SEISMIC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 LEAD COMPLIANCE PLAN (HIGHWAY ONLY) LS 7,500.0000 7,500.00 1.000 7,500 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 1.000 15,000 004 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 3,900,000.00 792.000 4,752,000 005 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000 006 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 007 TYPE III BARRICADE EA 102.3000 5,115.00 50.000 5,115 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.8200 755,760.00 324,999.000 916,497 009 CHANNELIZER (SURFACE MOUNTED) EA 60.3500 52,504.50 764.000 46,107 010 PLASTIC TRAFFIC DRUMS EA 35.7200 178.60 5.000 178 011 TEMPORARY PAVEMENT MARKER EA 11.7400 37,568.00 3,329.000 39,082 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 013 TEMPORARY RAILING (TYPE K) LF 10.0000 1,150,000.00 114,620.000 1,146,200 014 TEMPORARY CRASH CUSHION MODULE EA 400.0000 192,000.00 476.000 190,400 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,493.5500 32,467.75 6.000 38,961 016 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 15,000.0000 15,000.00 1.000 15,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 15.000 7,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 20,250.00 14.000 10,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 20,000.00 5.000 10,000 021 MOVE-IN/MOVE-OUT EA 787.5000 22,050.00 3.000 2,362.50 15.000 11,812 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 399,000.00 198,610.300 99,305 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.1900 9,443.00 0.000 0 024 TEMPORARY CHECK DAM LF 6.5800 9,541.00 1,777.000 11,692 025 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 34,650.00 83.000 26,145 026 TEMPORARY FIBER ROLL LF 2.3900 278,435.00 2,914.000 6,964 027 TEMPORARY GRAVEL BAG BERM LF 5.9500 10,710.00 99.000 589 028 TEMPORARY LARGE SEDIMENT BARRIER LF 11.9500 19,120.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 54,000.00 3.000 13,500 030 STREET SWEEPING LS 89,000.0000 89,000.00 1.000 89,000 031 TEMPORARY CONCRETE WASHOUT LS 280,000.0000 280,000.00 1.000 280,000 032 WORK AREA MONITORING (BRIDGE) LS 31,500.0000 31,500.00 1.000 31,500 033 TREATED WOOD WASTE LB 0.0900 26,280.00 141,855.000 12,766 034 BAT AND BIRD EXCLUSION LS 115,000.0000 115,000.00 1.000 115,000 035 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4900 10,109.40 4,515.000 11,242 036 CLEARING AND GRUBBING (LS) LS 291,298.2500 291,298.25 1.000 291,298 037 ROADWAY EXCAVATION CY 25.0000 5,625,000.00 228,057.080 5,701,427 038 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 6,400.00 32.000 6,400 (F) 039 STRUCTURE EXCAVATION (TYPE A) CY 800.0000 2,977,600.00 3,722.000 2,977,600 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 5,800.00 29.000 5,800 (F) 041 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 0.9900 278,190.00 286,719.300 283,852 CLASS A2 042 ROCK BLANKET (SQYD) SQYD 432.6000 15,141.00 380.000 164,388 043 SOIL AMENDMENT CY 91.1594 629.00 6.900 629 044 BIODEGRADABLE RESERVOIR PLANTING SYSTEM EA 38.6300 29,745.10 0.000 0 045 PLANT (GROUP H) EA 20.6000 8,281.20 402.000 8,281 046 PLANT (GROUP A) EA 40.4300 31,131.10 770.000 31,131 047 PLANT ESTABLISHMENT WORK LS 63,963.0000 63,963.00 1.000 63,963 048 10" CORRUGATED HIGH DENSITY LF 25.7500 2,317.50 90.000 2,317 POLYETHYLENE PIPE CONDUIT 049 8" WELDED STEEL PIPE CONDUIT LF 46.3500 2,781.00 60.000 2,781 PROGRAM CAS145 PAGE 3 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 787.5000 3,150.00 4.000 3,150 051 HYDROSEED SQFT 0.0800 279,280.00 2,964,926.500 237,194 052 COMPOST (CY) CY 31.9300 357,616.00 8,876.410 283,423 053 INCORPORATE MATERIALS SQFT 0.0500 23,230.00 438,230.000 21,911 054 CLASS 1 AGGREGATE SUBBASE CY 27.0000 3,067,200.00 117,573.885 3,174,494 055 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 390,000.00 2,619.200 392,880 056 LEAN CONCRETE BASE CY 125.0000 1,300,000.00 6,693.800 836,725 057 REPLACE ASPHALT CONCRETE SURFACING CY 2,760.0000 4,692.00 1.700 4,692 058 HOT MIX ASPHALT (TYPE A) TON 115.5000 6,872,250.00 60,131.930 6,945,237 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 1,050,000.00 5,111.130 858,669 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 900.00 180.000 1,080 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 44,700.00 9,290.000 55,740 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 9,000.00 1,349.000 8,094 063 TACK COAT TON 660.0000 48,840.00 47.520 31,363 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.6800 186,944.00 53,332.000 196,261 065 CONTINUOUSLY REINFORCED CONCRETE CY 253.0000 19,607,500.00 76,128.730 19,260,568 PAVEMENT 066 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5100 285,969.00 0.000 0 067 GROUND ANCHOR (VERTICAL) EA 5,464.8200 721,356.24 132.000 721,356 068 FURNISH PILING (CLASS 140) LF 69.1000 213,864.50 3,298.360 227,916 (ALTERNATIVE V) 069 DRIVE PILE (CLASS 140) EA 3,970.7300 452,663.22 114.000 452,663 (ALTERNATIVE V) 070 SEAL COURSE CONCRETE CY 1,760.0000 249,920.00 142.172 250,222 071 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 272,000.00 272.004 272,004 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 892,500.00 595.000 892,500 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 2,100.0000 1,980,300.00 943.000 1,980,300 (F) (POLYMER FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 180.0000 25,020.00 109.140 19,645 075 STRUCTURAL CONCRETE, APPROACH SLAB CY 929.5000 1,038,251.50 1,231.160 1,144,363 (TYPE R) 076 STRUCTURAL CONCRETE, APPROACH SLAB CY 685.7700 16,458.48 24.000 16,458 (F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 4 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,001.7800 229,407.62 249.270 249,713 (TYPE R MODIFIED) 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,826.1703 28,853.49 15.860 28,963 (F) 079 PAVING NOTCH EXTENSION CF 139.6200 90,334.14 641.790 89,606 080 DIAPHRAGM BOLSTER EA 13,000.0000 312,000.00 24.000 312,000 081 DRILL AND BOND DOWEL LF 15.0000 183,150.00 2,487.590 37,313 082 CLEAN EXPANSION JOINT LF 10.1700 11,776.86 1,179.570 11,996 083 JOINT SEAL (MR 1/2") LF 39.1800 33,890.70 954.230 37,386 084 JOINT SEAL (MR 1") LF 111.2500 26,811.25 185.410 20,626 085 JOINT SEAL (MR 2") LF 104.2800 25,548.60 242.580 25,296 086 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 438,658.93 320,189.000 438,658 (F) 087 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,696,600.00 678,640.000 1,696,600 (F) 088 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4600 312,174.40 678,640.000 312,174 (F) 089 ABUTMENT LUMBER BLOCKING MFBM 12,416.5313 19,866.45 1.600 19,866 (F) 090 CLEAN AND PAINT STRUCTURAL STEEL LS 482,984.1500 482,984.15 1.000 482,984 091 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 597.4000 183,401.80 310.930 185,749 092 PUBLIC SAFETY PLAN LS 13,415.3700 13,415.37 1.000 13,415 093 PLUG EXISTING DECK DRAIN EA 230.0000 3,910.00 0.000 0 094 CORE AND PRESSURE GROUT DOWEL LF 36.0000 43,272.00 1,126.000 40,536 095 RAPID SETTING CONCRETE (PATCH) CF 68.3800 45,541.08 183.000 12,513 096 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.3400 158,911.74 63,768.550 149,218 097 REMOVE UNSOUND CONCRETE CF 125.3600 83,489.76 183.000 22,940 098 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5700 126,765.15 222,395.000 126,765 099 FURNISH POLYESTER CONCRETE OVERLAY CF 79.7800 1,404,447.12 19,146.190 1,527,483 100 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3000 493,954.90 214,763.000 493,954 (F) 101 TREAT BRIDGE DECK SQFT 2.2800 17,400.96 7,632.000 17,400 (F) 102 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 68.3800 5,812.30 85.500 5,846 103 CORE CONCRETE (1") LF 65.0000 4,160.00 64.120 4,167 PROGRAM CAS145 PAGE 5 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CORE CONCRETE (7") LF 130.0000 65,000.00 523.450 68,048 105 CORE CONCRETE (10") LF 330.0000 33,990.00 111.326 36,737 106 ACCESS OPENING, SOFFIT EA 2,400.0000 67,200.00 28.000 67,200 107 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,511.7000 8,511.70 1.000 8,511 108 BRIDGE REMOVAL (PORTION), LOCATION B LS 636,511.2200 636,511.22 1.000 636,511 109 CARBON FIBER REINFORCED POLYMER STRIP LF 32.8200 359,379.00 11,892.000 390,295 110 SEAT EXTENDER (PIPE TYPE) LB 5.6700 100,977.03 17,809.000 100,977 111 MISCELLANEOUS METAL LB 19.9500 156,028.95 7,821.000 156,028 (F) (RESTRAINER - CABLE TYPE) 112 18" PLASTIC PIPE LF 250.0000 18,750.00 75.000 18,750 113 24" REINFORCED CONCRETE PIPE LF 380.0000 7,068.00 18.400 6,992 114 30" REINFORCED CONCRETE PIPE LF 250.0000 1,000.00 4.000 1,000 115 36" REINFORCED CONCRETE PIPE LF 250.0000 750.00 3.000 750 116 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 280.0000 201,600.00 743.000 208,040 (.064" THICK) 117 12" ENTRANCE TAPER EA 1,300.0000 24,700.00 16.000 20,800 118 12" DOWNDRAIN SLIP JOINT EA 1,300.0000 24,700.00 19.000 24,700 119 12" ANCHOR ASSEMBLY EA 1,300.0000 28,600.00 22.000 28,600 120 INLET DEPRESSION EA 1,300.0000 14,300.00 11.000 14,300 121 REMOVE DRAINAGE FACILITY (EA) EA 1,300.0000 6,500.00 5.000 6,500 122 REMOVE OVERSIDE DRAIN EA 1,300.0000 7,800.00 6.000 7,800 123 REMOVE CULVERT (LF) LF 280.0000 7,000.00 22.160 6,204 124 REMOVE DOWNDRAIN (EA) EA 1,300.0000 24,700.00 19.000 24,700 125 REMOVE INLET EA 1,300.0000 9,100.00 7.000 9,100 126 ADJUST INLET EA 1,300.0000 18,200.00 9.000 11,700 127 ADJUST UTILITY COVER TO GRADE EA 1,300.0000 1,300.00 1.000 1,300 128 CONCRETE (DITCH LINING) CY 670.0000 1,407.00 2.110 1,413 129 ROCK SLOPE PROTECTION CY 130.0000 24,700.00 167.400 21,762 (1/4 T, CLASS V, METHOD B) (CY) 130 MINOR CONCRETE (CURB) (LF) LF 46.0000 4,508.00 94.000 4,324 PROGRAM CAS145 PAGE 6 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (PCC CURB, TYPE E) LF 50.0000 4,250.00 45.000 2,250 132 MINOR CONCRETE (PCC DIKE, TYPE E) LF 8.0000 112,800.00 13,933.000 111,464 133 MINOR CONCRETE (PCC DIKE, TYPE F) LF 9.0000 31,500.00 3,585.000 32,265 134 MINOR CONCRETE (PCC DIKE, TYPE C) LF 13.0000 6,825.00 539.000 7,007 135 DETECTABLE WARNING SURFACE SQFT 14.0000 812.00 58.000 812 136 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 8.0000 370,400.00 46,253.100 370,024 CONCRETE) 137 MINOR CONCRETE (CURB, SIDEWALK AND CY 445.0000 3,560.00 8.000 3,560 CURB RAMP) 138 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 22,050.00 2,721.000 24,489 139 REMOVE CONCRETE CY 120.0000 1,080.00 8.250 990 (CURB, GUTTER, AND SIDEWALK) (CY) 140 MISCELLANEOUS IRON AND STEEL LB 3.2000 13,561.60 4,238.000 13,561 (F) 141 MISCELLANEOUS METAL (BRIDGE) LB 18.0000 336,744.00 18,708.000 336,744 (F) 142 SURVEY MONUMENT (TYPE A) EA 550.0000 5,500.00 10.000 5,500 143 REMOVE PAVEMENT MARKER EA 2.2600 2,960.60 1,310.000 2,960 144 DELINEATOR (CLASS 1) EA 28.2500 18,362.50 485.000 13,701 145 GUARD RAILING DELINEATOR EA 22.6000 6,780.00 328.000 7,412 146 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0400 33,809.60 9,496.000 85,843 147 OBJECT MARKER EA 4.5200 31.64 0.000 0 148 REMOVE ROADSIDE SIGN EA 231.7500 2,781.00 12.000 2,781 149 RESET ROADSIDE SIGN (ONE POST) EA 319.3000 319.30 1.000 319 150 RESET ROADSIDE SIGN EA 319.3000 3,193.00 10.000 3,193 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.8100 197.49 29.000 197 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.2800 1,164.80 160.000 1,164 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0900 239.53 17.000 239 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6100 365.25 25.000 365 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 155 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 3.9300 903.90 230.000 903 PROGRAM CAS145 PAGE 7 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 437.7500 4,815.25 11.000 4,815 157 POST SLEEVE EA 3,683.7000 66,306.60 18.000 66,306 158 ROADSIDE SIGN - TWO POST EA 690.1000 1,380.20 2.000 1,380 159 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.9000 27,501.00 987.100 30,501 160 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 31.9300 215,527.50 6,694.500 213,755 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 61.7400 336,483.00 6,147.400 379,540 162 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.2000 36,668.00 890.000 36,668 (STEEL POST) 163 TRANSITION RAILING (TYPE WB-31) EA 4,120.0000 119,480.00 22.000 90,640 164 RAIL TENSIONING ASSEMBLY EA 618.0000 3,708.00 6.000 3,708 165 END ANCHOR ASSEMBLY (TYPE SFT) EA 669.5000 5,356.00 10.000 6,695 166 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,193.0000 41,509.00 13.000 41,509 167 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,205.0000 411,485.00 17.000 411,485 168 CONCRETE BARRIER (TYPE 60MS) LF 59.2300 1,352,813.20 22,735.000 1,346,594 169 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 272.9500 16,377.00 60.000 16,377 (F) 170 CONCRETE BARRIER (TYPE 836) LF 121.4600 448,551.78 3,693.000 448,551 (F) 171 CONCRETE BARRIER TRANSITION LF 1,503.1700 160,839.19 113.500 170,609 (F) 172 REMOVE GUARDRAIL LF 2.5800 22,110.60 8,660.800 22,344 173 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2400 95,232.00 76,716.500 95,128 174 12" RUMBLE STRIP STA 112.7100 101,439.00 896.135 101,003 (CONCRETE PAVEMENT) 175 6" TRAFFIC STRIPE (WARRANTY) LF 1.8100 153,488.00 74,635.000 135,089 176 6" YELLOW TRAFFIC STRIPE (WARRANTY) LF 1.8100 135,388.00 75,022.000 135,789 177 6" TRAFFIC STRIPE (WARRANTY) LF 4.5200 8,678.40 1,936.000 8,750 (BROKEN 17-7) 178 6" TRAFFIC STRIPE (WARRANTY) LF 1.1300 67,574.00 63,548.000 71,809 (BROKEN 36-12) 179 8" TRAFFIC STRIPE (WARRANTY) LF 4.5200 35,708.00 2,263.000 10,228 180 PAVEMENT MARKING (WARRANTY) SQFT 11.3000 23,391.00 4,941.000 55,833 181 MODIFYING EXISTING ELECTRICAL SYSTEM LS 641,236.8000 641,236.80 1.000 641,236 PROGRAM CAS145 PAGE 8 DATE 04/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 01:13 PM ESTIMATE NO. 061 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/23 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,362.50 70,036,172.83 ADJUSTMENT OF COMPENSATION 0.00 1,619,712.61 EXTRA WORK 356,790.82 6,226,830.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 359,153.32 77,882,716.12 182 MOBILIZATION LS 7,100,000.0000 7,100,000.00 1.000 7,100,000 ORIGINAL CONTRACT AMOUNT 77,787,621.74 TOTAL WORK COMPLETED 359,153.32 84,982,716.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 50,000.00 -6,382,371.02 TOTAL 409,153.32 78,600,345.10 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/11/19 650 04/11/19 04/11/19 12/19/23 782 261 132 0 100% 100% LANG, TIM RESIDENT ENGINEER