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 05/19/23 EST. NO. 020 TIME 03:13 PM R.E. NAME: BRIAN HADLEY 11-2T35U4 --------------------------------------------------------------------------- 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 0006 325.48 A.C. @ U.P.(+) 043023 N 0006 0 003 0013 431.20 E.W. @ F.A.(+) 032923 N 0172.0 006 0017 297.20 A.C. @ U.P.(+) 012823 N 0175.0 0018 184.00 022523 N 0176.0 017 0016 10,676.82 E.W. @ F.A.(+) 032423 N 0166.0 0017 3,304.87 040723 N 0171.0 0018 4,415.69 033123 N 0170.0 026 0008 2,238.90 E.W. @ F.A.(+) 091422 N 0177.0 0009 2,238.90 091222 N 0178.0 0010 2,720.82 091322 N 0179.0 0011 3,943.21 091522 N 0180.0 0012 2,549.71 091622 N 0181.0 0013 3,089.38 103122 N 0182.0 0014 6,972.49 010623 N 0185.0 0015 3,579.77 021323 N 0187.0 0016 2,785.65 021423 N 0188.0 49,754.09 TOTAL THIS ESTIMATE 1,034,116.51 TOTAL PREVIOUS ESTIMATE 1,083,870.60 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 05/19/23 EST. NO. 020 TIME 03:13 PM R.E. NAME: BRIAN HADLEY 11-2T35U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 8/22 -10,000.00 011 RECD FHWA 1391 O/S 10,000.00 012 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL/INQ OCT 2022 CPR -5,000.00 014 RECD OCT2022 DEL/INQ 5,000.00 016 DEL FEB 23 CPR -5,000.00 018 0.00 -5,000.00 OVERBID ITEMS OVERBID ITEM NO. 230 -25.00 002 OVERBID ITEM NO. 230 -12.50 003 OVERBID ITEM NO. 230 -10.00 007 OVERBID ITEM NO. 230 -2.50 015 0.00 -50.00 TOTAL DEDUCTIONS 0.00 -5,050.00 PROGRAM CAS145 PAGE 1 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 LOCATION PROGRESS ESTIMATE 11-SD-5-37.4/52.6 ----------------- FLATIRON-SKANSKA-STACY AND IN CITY OF CARLSBAD FROM PALOMAR WITBECK A JOINT VENTURE AIRPORT RD TO SR78 12121 SCRIPPS SUMMIT DR. #400 SAN DIEGO, CA 92131 FED. AID NO. N O N E CONSTRUCT ONE HOV LANE IN EACH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 62,010.0000 62,010.00 0.500 31,005 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,800.0000 5,476,000.00 20.000 296,000.00 344.000 5,091,200 004 BONDS AND INSURANCE LS 2,418,311.0000 2,418,311.00 1.000 2,418,311 005 DISPUTE RESOLUTION BOARD ON-SITE EA 2,000.0000 22,000.00 0.000 0 MEETING 006 HOURLY OFF-SITE HR 200.0000 6,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 157,300.0000 157,300.00 0.054 8,494.20 0.930 146,289 008 QUALITY VALIDATION LS 756,000.0000 756,000.00 0.054 40,824.00 0.930 703,080 009 CONSTRUCTION AREA SIGNS LS 157,000.0000 157,000.00 0.022 3,454.00 0.772 121,204 010 TRAFFIC CONTROL SYSTEM LS 2,450,000.0000 2,450,000.00 0.054 132,300.00 0.930 2,278,500 011 TYPE III BARRICADE EA 264.0000 2,112.00 6.000 1,584 (F) 012 PLASTIC TRAFFIC DRUMS EA 57.0000 2,166.00 9.000 513.00 48.000 2,736 (F) 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 107,400.0000 107,400.00 0.092 9,880.80 0.965 103,641 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,275.0000 114,200.00 0.735 10,492.13 7.722 110,231 (F) 015 TEMPORARY RAILING (TYPE K) LF 44.9000 2,372,516.00 740.000 33,226.00 46,460.000 2,086,054 016 TEMPORARY CRASH CUSHION MODULE EA 308.0000 8,624.00 0.000 0 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 13,600.0000 163,200.00 1.000 13,600.00 6.000 81,600 018 JOB SITE MANAGEMENT LS 232,600.0000 232,600.00 0.054 12,560.40 0.930 216,318 019 PREPARE STORM WATER POLLUTION PREVENTION LS 11,100.0000 11,100.00 0.500 5,550 PLAN 020 RAIN EVENT ACTION PLAN EA 277.0000 9,418.00 1.000 277.00 14.000 3,878 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 554.0000 6,648.00 15.000 8,310 022 STORM WATER ANNUAL REPORT EA 1,330.0000 2,660.00 1.000 1,330 PROGRAM CAS145 PAGE 2 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.2500 12,952.50 12,949.670 16,187 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 10.5000 24,150.00 1,091.000 11,455 025 TEMPORARY DRAINAGE INLET PROTECTION EA 850.0000 71,400.00 1.000 850.00 58.000 49,300 (F) 026 TEMPORARY FIBER ROLL LF 6.2500 32,000.00 7,469.000 46,681.25 22,195.000 138,718 027 TEMPORARY REINFORCED SILT FENCE LF 7.0000 37,884.00 950.000 6,650 028 TEMPORARY CONSTRUCTION ENTRANCE EA 15,700.0000 141,300.00 1.000 15,700.00 3.000 47,100 (F) 029 STREET SWEEPING LS 473,000.0000 473,000.00 0.054 25,542.00 0.930 439,890 030 TEMPORARY CONCRETE WASHOUT LS 118,100.0000 118,100.00 0.069 8,148.90 0.910 107,471 (F) 031 HEALTH AND SAFETY PLAN LS 5,540.0000 5,540.00 1.000 5,540 032 MANAGE SOLID WASTE GENERATED HR 276.0000 298,080.00 45.000 12,420 BY THE PUBLIC 033 ADL BURIAL LOCATION REPORT LS 554.0000 554.00 0.000 0 034 TREATED WOOD WASTE LB 1.0000 36,985.00 0.000 0 035 REMOVE CONCRETE (CY) CY 174.0000 2,958.00 0.000 0 036 TEMPORARY PROTECTION FENCE (ROPE) LF 10.4000 27,924.00 2,533.000 26,343 037 CLEARING AND GRUBBING (ACRE) ACRE 122,000.0000 1,146,800.00 9.400 1,146,800 (F) 038 DUST PALLIATIVE (GAL) GAL 4.6500 46,500.00 0.000 0 039 ROADWAY EXCAVATION CY 48.4000 2,332,444.40 38,613.650 1,868,900 (F) 040 ROADWAY EXCAVATION (TYPE R-1) CY 37.5000 342,000.00 9,120.000 342,000 (F) (AERIALLY DEPOSITED LEAD) 041 MECHANICALLY STABILIZED LAYER SQYD 6.0500 560,580.90 88,451.000 535,128 (F) (GEOGRID CLASS R2) 042 MECHANICALLY STABILIZED LAYER SQYD 12.8000 15,974.40 778.000 9,958 (F) (GEOGRID CLASS R3) 043 ROADSIDE CLEARING LS 76,900.0000 76,900.00 0.054 4,152.60 0.930 71,517 044 ROCK MULCH SQFT 7.4000 20,720.00 0.000 0 045 WEED GERMINATION SQYD 0.3000 4,884.00 0.000 0 046 IRON SULFATE (LB) LB 3.4000 14,756.00 0.000 0 047 ORGANIC FERTILIZER LB 4.8000 20,832.00 0.000 0 048 PLANT (GROUP A) EA 13.5000 143,937.00 0.000 0 049 PLANT (GROUP B) EA 36.0000 157,932.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP U) EA 254.0000 13,716.00 0.000 0 051 SOD SQYD 45.5000 21,976.50 0.000 0 052 MAINTAIN EXISTING PLANTED AREAS LS 209,000.0000 209,000.00 0.086 17,974.00 0.086 17,974 053 PLANT ESTABLISHMENT WORK LS 155,100.0000 155,100.00 0.000 0 054 GRAVEL MULCH SQFT 6.5000 409,064.50 0.000 0 055 WOOD MULCH CY 98.0000 54,096.00 0.000 0 056 CHECK AND TEST EXISTING IRRIGATION LS 43,000.0000 43,000.00 1.000 43,000 FACILITIES 057 REMOVE IRRIGATION FACILITY LS 71,000.0000 71,000.00 0.050 3,550.00 0.630 44,730 058 SALVAGE IRRIGATION FACILITY LS 28,290.0000 28,290.00 0.050 1,414 059 CONTROL AND NEUTRAL CONDUCTORS LS 142,500.0000 142,500.00 0.085 12,112.50 0.685 97,612 060 3" REMOTE CONTROL VALVE EA 1,582.0000 12,656.00 0.000 0 061 1" REMOTE CONTROL VALVE WITH PRESSURE EA 554.0000 4,432.00 0.000 0 REGULATOR 062 1 1/2" REMOTE CONTROL VALVE WITH EA 594.0000 23,166.00 0.000 0 PRESSURE REGULATOR 063 48 STATION AND 24 STATION IRRIGATION EA 33,950.0000 33,950.00 0.000 0 CONTROLLER AND ENCLOSURE '10(A)' AND '10(C)' 064 24 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.000 0 AND ENCLOSURE '10(B)' 065 24 STATION IRRIGATION CONTROLLER EA 24,050.0000 24,050.00 0.000 0 AND ENCLOSURE '62(A)' 066 48 STATION IRRIGATION CONTROLLER EA 19,240.0000 19,240.00 0.000 0 AND ENCLOSURE '61(C)' 067 24 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.000 0 AND ENCLOSURE '62(D)' 068 40 STATION IRRIGATION CONTROLLER EA 22,520.0000 22,520.00 0.000 0 AND ENCLOSURE '125(A)' 069 48 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.000 0 AND ENCLOSURE '125(B)' 070 40 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.000 0 AND ENCLOSURE '127(A)' 071 40 STATION AND 40 STATION IRRIGATION EA 29,420.0000 29,420.00 0.000 0 CONTROLLER AND ENCLOSURE '126(A)' AND '126(B)' 072 40 STATION AND 32 STATION IRRIGATION EA 29,420.0000 29,420.00 0.000 0 CONTROLLERS AND ENCLOSURE '129(A)' AND '129(B)' 073 40 STATION AND 32 STATION IRRIGATION EA 29,420.0000 29,420.00 0.000 0 CONTROLLERS AND ENCLOSURE '130(A)' AND '130(B)' 074 24 STATION IRRIGATION CONTROLLER EA 15,840.0000 15,840.00 0.000 0 AND ENCLOSURE '128(A)' PROGRAM CAS145 PAGE 4 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 24 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.000 0 AND ENCLOSURE '111(C)' 076 RECYCLED WATER IDENTIFICATION AND LS 11,320.0000 11,320.00 0.000 0 WARNING SIGNS 077 3" GALVANIZED STEEL PIPE LF 135.5000 54,200.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 078 8" GALVANIZED STEEL PIPE(SUPPLY LINE) LF 226.0000 22,600.00 0.000 0 (F) 079 CERTIFY EXISTING BACKFLOW PREVENTERS LS 18,110.0000 18,110.00 0.000 0 080 FLOW SENSOR EA 1,120.0000 10,080.00 0.000 0 081 TREE WELL SPRINKLER ASSEMBLY EA 62.5000 3,375.00 0.000 0 082 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 54.0000 1,080.00 0.000 0 083 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 73.5000 2,499.00 0.000 0 084 RISER SPRINKLER ASSEMBLY EA 31.5000 64,417.50 894.000 28,161 085 REPLACE VALVE BOX COVER EA 113.0000 42,601.00 0.000 0 086 2" GATE VALVE EA 395.0000 7,505.00 5.000 1,975 087 3" GATE VALVE EA 892.0000 34,788.00 15.000 13,380 088 6" GATE VALVE EA 2,031.0000 8,124.00 0.000 0 089 8" GATE VALVE EA 2,710.0000 2,710.00 0.000 0 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.8500 62,128.50 7,630.000 37,005 (F) LINE) 091 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0500 52,191.75 5,583.000 28,194 (F) (SUPPLY LINE) 092 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.3000 15,555.50 2,000.000 10,600 (F) (SUPPLY LINE) 093 2" PLASTIC PIPE (SCHEDULE 40) LF 5.6500 9,181.25 225.000 1,271 (F) (SUPPLY LINE) 094 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.8000 73,678.00 8,938.000 60,778 (F) (SUPPLY LINE) 095 3" PLASTIC PIPE (CLASS 315) LF 11.4500 255,048.75 1,921.000 21,995.45 12,845.000 147,075 (F) (SUPPLY LINE) 096 4" PLASTIC PIPE (CLASS 315) LF 15.3000 160,267.50 1,041.000 15,927.30 8,676.000 132,742 (F) (SUPPLY LINE) 097 8" PLASTIC PIPE (CLASS C900) LF 33.5000 199,492.50 1,260.000 42,210.00 4,715.000 157,952 (F) (SUPPLYLINE) 098 COMBINATION AIR RELEASE VALVE EA 2,235.0000 8,940.00 0.000 0 099 CHECK VALVE EA 39.5000 2,133.00 0.000 0 100 BALL VALVE EA 316.0000 2,844.00 0.000 0 101 10" CORRUGATED HIGH DENSITY LF 79.0000 23,700.00 263.000 20,777 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 8" PVC PIPE CONDUIT LF 68.0000 18,700.00 453.000 30,804 103 10" PVC PIPE CONDUIT LF 85.0000 19,550.00 311.500 26,477 104 12" PVC PIPE CONDUIT LF 119.0000 36,890.00 125.000 14,875.00 125.000 14,875 105 IMPORTED TOPSOIL (CY) CY 85.0000 346,715.00 1,538.000 130,730.00 3,368.000 286,280 106 COMPOST SOCK LF 12.7500 50,528.25 0.000 0 107 HYDROSEED SQFT 0.2100 30,807.00 0.000 0 108 COMPOST (CY) CY 51.0000 11,424.00 0.000 0 109 INCORPORATE MATERIALS SQFT 0.2000 868.00 0.000 0 110 CLASS 2 AGGREGATE BASE (CY) CY 67.5000 990,495.00 10,551.000 712,192 (F) 111 LEAN CONCRETE BASE RAPID SETTING CY 545.0000 135,705.00 0.000 0 112 ASPHALTIC EMULSION (FOG SEAL COAT) TON 702.0000 842.40 0.000 0 113 HOT MIX ASPHALT (TYPE A) TON 109.0000 1,928,210.00 340.220 37,083.98 18,049.510 1,967,396 114 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 206.0000 158,002.00 0.000 0 115 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 2,387.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 21,037.50 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 8,565.00 0.000 0 118 PLACE HOT MIX ASPHALT SQYD 146.0000 14,308.00 0.000 0 (MISCELLANEOUS AREA) 119 TACK COAT TON 820.0000 2,214.00 19.230 15,768 120 REMOVE ASPHALT CONCRETE DIKE LF 5.9000 2,714.00 0.000 0 121 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.7000 12,686.10 28,684.000 421,654 122 FULL SHOULDER STRENGTHEN IMPROVEMENTS LS 1,430,000.0000 1,430,000.00 0.000 0 123 JOINTED PLAIN CONCRETE PAVEMENT CY 365.5000 9,274,562.50 25,071.130 9,163,498 (F) 124 JOINTED PLAIN CONCRETE PAVEMENT CY 1,015.0000 303,485.00 0.000 0 (RSC) 125 JOINT SEAL (PREFORMED COMPRESSION) LF 6.4000 77,504.00 21,244.000 135,961 126 ISOLATION JOINT SEAL (SILICONE) LF 16.4000 710,202.00 43,855.000 719,222 127 GRIND EXISTING CONCRETE SQYD 4.8500 98,552.00 20,296.660 98,438 PAVEMENT 128 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,401.0000 617,841.00 102.000 142,902 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,349.0000 832,333.00 533.570 719,785 (F) (TYPE R) 130 STRUCTURAL CONCRETE, HEADWALL CY 3,838.0000 11,897.80 0.000 0 (F) 131 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,835.0000 748,440.00 11.620 32,942.70 243.220 689,528 (F) 132 MINOR CONCRETE (MINOR STRUCTURE) CY 1,948.0000 29,220.00 0.000 0 (F) 133 PAVING NOTCH EXTENSION CF 429.0000 143,715.00 309.800 132,904 (F) 134 JOINT SEAL (MR 1/2") LF 99.0000 44,154.00 120.000 11,880.00 360.000 35,640 (F) 135 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.9500 644,224.35 0.000 0 (F) 136 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3100 42,509.68 0.000 0 (F) 137 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 66,370.10 0.000 0 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3100 3,775.18 0.000 0 (F) 139 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.8500 190,037.75 0.000 0 (F) WITHOUT WALKWAY) 140 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.4000 94,581.00 0.000 0 (F) WITHOUT WALKWAY) 141 SIGN POST SUPPORT SYSTEM EA 4,550.0000 72,800.00 0.000 0 142 REMOVE SIGN STRUCTURE (EA) EA 6,760.0000 60,840.00 2.400 16,224 143 REMOVE BRIDGE MOUNTED SIGN EA 4,110.0000 57,540.00 0.000 0 144 18" ALTERNATIVE PIPE CULVERT LF 186.0000 79,794.00 431.100 80,184 (F) 145 24" ALTERNATIVE PIPE CULVERT LF 126.5000 512,198.50 460.000 58,190.00 3,741.500 473,299 (F) 146 18" REINFORCED CONCRETE PIPE LF 1,175.0000 17,625.00 16.900 19,857 (F) 147 24" REINFORCED CONCRETE PIPE LF 177.0000 93,987.00 28.800 5,097.60 537.300 95,102 (F) 148 GRATED LINE DRAIN LF 422.0000 21,100.00 30.000 12,660 (F) 149 REMOVE CULVERT (LF) LF 134.0000 6,298.00 0.000 0 (F) 150 REMOVE INLET EA 2,530.0000 17,710.00 5.000 12,650 (F) 151 MODIFY DRAINAGE STRUCTURE EA 4,410.0000 48,510.00 5.000 22,050 152 MODIFY INLET EA 4,350.0000 13,050.00 3.000 13,050 153 REMOVE CONCRETE (CHANNEL) CY 725.0000 11,600.00 18.400 13,340 154 CAP INLET EA 2,110.0000 2,110.00 1.000 2,110 155 CONCRETE (CONCRETE APRON) CY 2,800.0000 56,000.00 22.400 62,720 (F) PROGRAM CAS145 PAGE 7 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROCK SLOPE PROTECTION CY 440.0000 3,520.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 157 ROCK SLOPE PROTECTION CY 678.0000 7,458.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 158 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 41.2500 1,773.75 0.000 0 159 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 16,150.00 0.000 0 (F) CONSTRUCTION) 160 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 11.0000 23,166.00 0.000 0 (F) CONCRETE) 161 MISCELLANEOUS IRON AND STEEL LB 1.9500 77,953.20 34,294.000 66,873 (F) 162 DELINEATOR (CLASS 1) EA 127.0000 39,624.00 0.000 0 163 GUARD RAILING DELINEATOR EA 43.0000 1,763.00 0.000 0 164 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 36,961.00 57.000 131.10 5,242.000 12,056 165 CONCRETE BARRIER MARKER EA 11.3000 1,322.10 0.000 0 166 TYPE R MARKER EA 55.0000 30,635.00 0.000 0 167 MILEPOST MARKER EA 85.0000 1,870.00 0.000 0 168 REMOVE MARKER EA 27.7500 610.50 0.000 0 169 REMOVE ROADSIDE SIGN EA 107.0000 14,124.00 0.000 0 170 RESET ROADSIDE SIGN EA 366.0000 366.00 0.000 0 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 151,305.00 0.000 0 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.4000 22,344.00 0.000 0 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4500 26,232.15 412.500 5,135.63 412.500 5,135 (0.063"-UNFRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4500 30,888.45 70.000 871.50 70.000 871 (0.080"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 12,013.00 0.000 0 (0.063"-FRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 34,583.50 0.000 0 (0.080"-FRAMED) 177 ROADSIDE SIGN - ONE POST EA 620.0000 56,420.00 21.000 13,020.00 21.000 13,020 178 ROADSIDE SIGN - TWO POST EA 1,070.0000 44,940.00 1.000 1,070.00 1.000 1,070 179 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 141.0000 7,614.00 0.000 0 METHOD) 180 INSTALL SIGN (MAST-ARM MOUNTED) EA 338.0000 4,394.00 0.000 0 181 INSTALL ROADSIDE SIGN PANEL ON EA 107.0000 34,775.00 0.000 0 EXISTING POST 182 INSTALL ROADSIDE SIGN LED PANEL EA 3,950.0000 19,750.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 MIDWEST GUARDRAIL SYSTEM LF 46.2500 63,408.75 0.000 0 184 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.8000 44,960.40 0.000 0 185 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 5,100.00 0.000 0 186 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,185.0000 5,925.00 0.000 0 187 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,185.0000 20,740.00 0.000 0 188 CONCRETE BARRIER (TYPE 60M) LF 99.5000 3,087,485.00 425.000 42,287.50 31,017.000 3,086,191 189 CONCRETE BARRIER (TYPE 60MA) LF 144.0000 103,536.00 359.500 51,768.00 719.000 103,536 190 CONCRETE BARRIER (TYPE 60MS) LF 140.0000 8,400.00 60.000 8,400.00 60.000 8,400 191 CONCRETE BARRIER (TYPE 60MSA) LF 151.0000 44,092.00 292.000 44,092.00 292.000 44,092 192 CONCRETE BARRIER (TYPE 60MSC) LF 178.5000 829,489.50 283.000 50,515.50 4,599.000 820,921 193 CONCRETE BARRIER (TYPE 60MSC MOD) LF 509.0000 190,366.00 374.000 190,366 194 CONCRETE BARRIER (TYPE 60MGF MOD) LF 305.0000 69,845.00 232.000 70,760.00 232.000 70,760 195 CONCRETE BARRIER (TYPE 60MSF) LF 529.0000 79,350.00 300.000 158,700.00 300.000 158,700 196 CONCRETE BARRIER LF 555.0000 564,435.00 564.000 313,020.00 1,430.000 793,650 (BRIDGE TRANSITION) 197 REMOVE CABLE BARRIER LF 8.0000 172,984.00 17,699.000 141,592 198 REMOVE GUARDRAIL LF 9.0000 13,878.00 0.000 0 199 REMOVE CONCRETE BARRIER LF 57.0000 37,164.00 652.000 37,164 200 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 216,235.00 43,940.000 219,700 201 THERMOPLASTIC PAVEMENT MARKING SQFT 4.8000 86,193.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 433.55 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 5,677.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 204 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 113,776.40 2,688.000 537.60 500,058.000 100,011 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.4000 15,212.40 126.000 176 206 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 88,111.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 207 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 689.31 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 9 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 208 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 4,755.66 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6600 230.74 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 210 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.8500 44,636.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 211 REMOVE PAINTED TRAFFIC STRIPE LF 0.2300 88,763.21 2,688.000 618.24 121,839.000 28,022 212 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 15,800.40 48,880.000 13,686 213 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.4200 10,087.68 0.000 0 214 CONTRAST STRIPE LF 0.4500 68,957.55 0.000 0 215 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5500 28,197.90 0.000 0 (BROKEN 12-3) (WARRANTY) 216 TAPE WITH CONTRAST LF 2.4300 115,196.58 38,024.000 92,398 217 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0400 272,395.08 0.000 0 (WARRANTY) (BROKEN 36-12) 218 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9600 43,868.88 0.000 0 (WARRANTY) 219 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.1200 99,715.20 0.000 0 (WARRANTY) (BROKEN 36-12) 220 SUBSURFACE LOCATORS LS 68,000.0000 68,000.00 0.275 18,700 221 ELECTRIC SERVICE FOR IRRIGATION LS 45,300.0000 45,300.00 0.217 9,830 222 LIGHTING SYSTEM LS 861,000.0000 861,000.00 0.263 226,443 223 SIGN ILLUMINATION SYSTEM LS 25,400.0000 25,400.00 0.000 0 224 TRAFFIC MONITORING STATION SYSTEM LS 5,105.0000 5,105.00 0.000 0 225 VEHICLE DETECTION SYSTEM LS 111,050.0000 111,050.00 0.000 0 226 ROADSIDE UNIT SYSTEM LS 71,950.0000 71,950.00 0.000 0 227 CAMERA SYSTEMS LS 554,100.0000 554,100.00 0.000 0 228 FIBER OPTIC CABLE SYSTEMS LS 2,971,500.0000 2,971,500.00 0.033 98,059.50 0.718 2,133,537 229 MODIFYING RAMP METERING SYSTEMS LS 45,000.0000 45,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 03:13 PM ESTIMATE NO. 020 BID OPENING 07/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: BRIAN HADLEY DATE OF THIS ESTIMATE 05/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,926,251.38 43,626,029.56 ADJUSTMENT OF COMPENSATION 806.68 -308,615.06 EXTRA WORK 48,947.41 1,392,485.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,976,005.47 44,709,900.16 230 MOBILIZATION LS 6,186,500.0000 6,186,500.00 1.000 6,186,500 ORIGINAL CONTRACT AMOUNT 61,865,000.00 TOTAL WORK COMPLETED 1,976,005.47 50,896,400.16 MATERIALS ON HAND ON SITE -24,287.32 579,044.65 DEDUCTIONS 0.00 -5,050.00 TOTAL 1,951,718.15 51,470,394.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 230 MOBILIZATION 6,186,450.00 6,186,500.00 50.00 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 10/04/21 370 10/08/21 10/08/21 06/28/23 344 56 0 0 80% 93% PROGRESS IS SATISFACTORY BRIAN HADLEY RESIDENT ENGINEER