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 01/17/25 EST. NO. 040 TIME 04:44 PM R.E. NAME: STEVE MCMILLAN 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 --------------------------------------------------------------------------- 004 0003 5,650.00 E.W. @ F.A.(+) 092324 N 0336.0 071 0009 2,861.99 E.W. @ F.A.(+) 112823 N 0318.0 8,511.99 TOTAL THIS ESTIMATE 2,710,551.15 TOTAL PREVIOUS ESTIMATE 2,719,063.14 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 01/17/25 EST. NO. 040 TIME 04:44 PM R.E. NAME: STEVE MCMILLAN 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 O/S FHWA 1391 JUL 23 -10,000.00 023 RETN FHWA 1391 2023 10,000.00 025 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 DEL OCT 23 CPR -5,000.00 026 DEL NOV 24 CPR -10,000.00 038 0.00 -20,000.00 LIQUIDATED DAMAGES LATE CLOSURE OPENING -18,800.00 021 LATE CLOSURE OPENING -12,600.00 025 LATE CLOSURE OPENING -15,750.00 029 0.00 -47,150.00 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 -67,200.00 PROGRAM CAS145 PAGE 1 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 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 0.750 46,507 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,800.0000 5,476,000.00 370.000 5,476,000 004 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 1.000 157,300 008 QUALITY VALIDATION LS 756,000.0000 756,000.00 1.000 756,000 009 CONSTRUCTION AREA SIGNS LS 157,000.0000 157,000.00 0.800 125,600 010 TRAFFIC CONTROL SYSTEM LS 2,450,000.0000 2,450,000.00 1.000 2,450,000 011 TYPE III BARRICADE EA 264.0000 2,112.00 10.000 2,640 (F) 012 PLASTIC TRAFFIC DRUMS EA 57.0000 2,166.00 210.000 11,970 (F) 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 107,400.0000 107,400.00 1.000 107,400 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,275.0000 114,200.00 8.000 114,200 (F) 015 TEMPORARY RAILING (TYPE K) LF 44.9000 2,372,516.00 52,840.000 2,372,516 016 TEMPORARY CRASH CUSHION MODULE EA 308.0000 8,624.00 66.000 20,328 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 13,600.0000 163,200.00 25.000 340,000 018 JOB SITE MANAGEMENT LS 232,600.0000 232,600.00 1.000 232,600 019 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 21.000 5,817 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 554.0000 6,648.00 18.000 9,972 022 STORM WATER ANNUAL REPORT EA 1,330.0000 2,660.00 3.000 3,990 PROGRAM CAS145 PAGE 2 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,520.780 44,400 (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 84.000 71,400 (F) 026 TEMPORARY FIBER ROLL LF 6.2500 32,000.00 31,633.000 197,706 027 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 9.000 141,300 (F) 029 STREET SWEEPING LS 473,000.0000 473,000.00 1.000 473,000 030 TEMPORARY CONCRETE WASHOUT LS 118,100.0000 118,100.00 1.000 118,100 (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 298,080.00 161.500 44,574 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 25,740.000 25,740 035 REMOVE CONCRETE (CY) CY 174.0000 2,958.00 61.220 10,652 036 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 48,191.000 2,332,444 (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 92,658.000 560,580 (F) (GEOGRID CLASS R2) 042 MECHANICALLY STABILIZED LAYER SQYD 12.8000 15,974.40 1,248.000 15,974 (F) (GEOGRID CLASS R3) 043 ROADSIDE CLEARING LS 76,900.0000 76,900.00 0.997 76,669 044 ROCK MULCH SQFT 7.4000 20,720.00 0.000 0 045 WEED GERMINATION SQYD 0.3000 4,884.00 5,256.000 1,576 046 IRON SULFATE (LB) LB 3.4000 14,756.00 2,516.180 8,555 047 ORGANIC FERTILIZER LB 4.8000 20,832.00 2,516.180 12,077 048 PLANT (GROUP A) EA 13.5000 143,937.00 3,023.000 40,810 049 PLANT (GROUP B) EA 36.0000 157,932.00 4,575.000 164,700 PROGRAM CAS145 PAGE 3 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.012 2,508.00 0.977 204,193 053 PLANT ESTABLISHMENT WORK LS 155,100.0000 155,100.00 0.030 4,653.00 0.728 112,912 054 GRAVEL MULCH SQFT 6.5000 409,064.50 62,933.000 409,064 055 WOOD MULCH CY 98.0000 54,096.00 65.000 6,370 056 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 0.999 70,929 058 SALVAGE IRRIGATION FACILITY LS 28,290.0000 28,290.00 1.000 28,290 059 CONTROL AND NEUTRAL CONDUCTORS LS 142,500.0000 142,500.00 0.999 142,357 060 3" REMOTE CONTROL VALVE EA 1,582.0000 12,656.00 8.000 12,656 061 1" REMOTE CONTROL VALVE WITH PRESSURE EA 554.0000 4,432.00 8.000 4,432 REGULATOR 062 1 1/2" REMOTE CONTROL VALVE WITH EA 594.0000 23,166.00 36.000 21,384 PRESSURE REGULATOR 063 48 STATION AND 24 STATION IRRIGATION EA 33,950.0000 33,950.00 1.000 33,950 CONTROLLER AND ENCLOSURE '10(A)' AND '10(C)' 064 24 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.900 15,075 AND ENCLOSURE '10(B)' 065 24 STATION IRRIGATION CONTROLLER EA 24,050.0000 24,050.00 1.000 24,050 AND ENCLOSURE '62(A)' 066 48 STATION IRRIGATION CONTROLLER EA 19,240.0000 19,240.00 1.000 19,240 AND ENCLOSURE '61(C)' 067 24 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 1.000 16,750 AND ENCLOSURE '62(D)' 068 40 STATION IRRIGATION CONTROLLER EA 22,520.0000 22,520.00 0.900 20,268 AND ENCLOSURE '125(A)' 069 48 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 1.000 16,750 AND ENCLOSURE '125(B)' 070 40 STATION IRRIGATION CONTROLLER EA 16,750.0000 16,750.00 0.900 15,075 AND ENCLOSURE '127(A)' 071 40 STATION AND 40 STATION IRRIGATION EA 29,420.0000 29,420.00 0.900 26,478 CONTROLLER AND ENCLOSURE '126(A)' AND '126(B)' 072 40 STATION AND 32 STATION IRRIGATION EA 29,420.0000 29,420.00 1.000 29,420 CONTROLLERS AND ENCLOSURE '129(A)' AND '129(B)' 073 40 STATION AND 32 STATION IRRIGATION EA 29,420.0000 29,420.00 1.000 29,420 CONTROLLERS AND ENCLOSURE '130(A)' AND '130(B)' 074 24 STATION IRRIGATION CONTROLLER EA 15,840.0000 15,840.00 0.750 11,880 AND ENCLOSURE '128(A)' PROGRAM CAS145 PAGE 4 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 16,750 AND ENCLOSURE '111(C)' 076 RECYCLED WATER IDENTIFICATION AND LS 11,320.0000 11,320.00 1.000 11,320 WARNING SIGNS 077 3" GALVANIZED STEEL PIPE LF 135.5000 54,200.00 254.000 34,417 (F) (SUPPLY LINE ON BRIDGE) 078 8" GALVANIZED STEEL PIPE(SUPPLY LINE) LF 226.0000 22,600.00 100.000 22,600 (F) 079 CERTIFY EXISTING BACKFLOW PREVENTERS LS 18,110.0000 18,110.00 1.000 18,110 080 FLOW SENSOR EA 1,120.0000 10,080.00 9.000 10,080 081 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 20.000 1,080 083 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 73.5000 2,499.00 34.000 2,499 084 RISER SPRINKLER ASSEMBLY EA 31.5000 64,417.50 1,789.000 56,353 085 REPLACE VALVE BOX COVER EA 113.0000 42,601.00 342.300 38,679 086 2" GATE VALVE EA 395.0000 7,505.00 18.000 7,110 087 3" GATE VALVE EA 892.0000 34,788.00 38.950 34,743 088 6" GATE VALVE EA 2,031.0000 8,124.00 5.000 10,155 089 8" GATE VALVE EA 2,710.0000 2,710.00 2.000 5,420 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.8500 62,128.50 10,065.000 48,815 (F) LINE) 091 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0500 52,191.75 7,645.000 38,607 (F) (SUPPLY LINE) 092 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.3000 15,555.50 2,805.000 14,866 (F) (SUPPLY LINE) 093 2" PLASTIC PIPE (SCHEDULE 40) LF 5.6500 9,181.25 300.000 1,695 (F) (SUPPLY LINE) 094 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.8000 73,678.00 9,931.000 67,530 (F) (SUPPLY LINE) 095 3" PLASTIC PIPE (CLASS 315) LF 11.4500 255,048.75 18,037.000 206,523 (F) (SUPPLY LINE) 096 4" PLASTIC PIPE (CLASS 315) LF 15.3000 160,267.50 9,339.000 142,886 (F) (SUPPLY LINE) 097 8" PLASTIC PIPE (CLASS C900) LF 33.5000 199,492.50 5,770.000 193,295 (F) (SUPPLYLINE) 098 COMBINATION AIR RELEASE VALVE EA 2,235.0000 8,940.00 10.000 22,350 099 CHECK VALVE EA 39.5000 2,133.00 0.000 0 100 BALL VALVE EA 316.0000 2,844.00 9.000 2,844 101 10" CORRUGATED HIGH DENSITY LF 79.0000 23,700.00 313.000 24,727 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 36,890.00 315.000 37,485 105 IMPORTED TOPSOIL (CY) CY 85.0000 346,715.00 3,368.000 286,280 106 COMPOST SOCK LF 12.7500 50,528.25 3,364.000 42,891 107 HYDROSEED SQFT 0.2100 30,807.00 41,600.000 8,736 108 COMPOST (CY) CY 51.0000 11,424.00 69.000 3,519 109 INCORPORATE MATERIALS SQFT 0.2000 868.00 4,340.000 868 110 CLASS 2 AGGREGATE BASE (CY) CY 67.5000 990,495.00 14,674.000 990,495 (F) 111 LEAN CONCRETE BASE RAPID SETTING CY 545.0000 135,705.00 250.560 136,555 112 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 20,657.380 2,251,654 114 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 206.0000 158,002.00 867.580 178,721 115 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 2,387.00 777.000 5,439 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 21,037.50 2,726.000 20,445 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 8,565.00 1,639.000 12,292 118 PLACE HOT MIX ASPHALT SQYD 146.0000 14,308.00 251.166 36,670 (MISCELLANEOUS AREA) 119 TACK COAT TON 820.0000 2,214.00 22.770 18,671 120 REMOVE ASPHALT CONCRETE DIKE LF 5.9000 2,714.00 653.000 3,852 121 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.7000 12,686.10 29,435.720 432,705 122 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 25,375.000 9,274,562 (F) 124 JOINTED PLAIN CONCRETE PAVEMENT CY 1,015.0000 303,485.00 300.680 305,190 (RSC) 125 JOINT SEAL (PREFORMED COMPRESSION) LF 6.4000 77,504.00 21,888.000 140,083 126 ISOLATION JOINT SEAL (SILICONE) LF 16.4000 710,202.00 45,146.000 740,394 127 GRIND EXISTING CONCRETE SQYD 4.8500 98,552.00 24,338.880 118,043 PAVEMENT 128 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,401.0000 617,841.00 365.000 511,365 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 832,333.00 617.000 832,333 (F) (TYPE R) 130 STRUCTURAL CONCRETE, HEADWALL CY 3,838.0000 11,897.80 3.100 11,897 (F) 131 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,835.0000 748,440.00 272.800 773,388 (F) 132 MINOR CONCRETE (MINOR STRUCTURE) CY 1,948.0000 29,220.00 5.320 10,363 (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 44,154.00 446.000 44,154 (F) 135 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.9500 644,224.35 108,273.000 644,224 (F) 136 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3100 42,509.68 137,128.000 42,509 (F) 137 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 66,370.10 12,178.000 66,370 (F) 138 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3100 3,775.18 12,178.000 3,775 (F) 139 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.8500 190,037.75 17,515.000 190,037 (F) WITHOUT WALKWAY) 140 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.4000 94,581.00 17,515.000 94,581 (F) WITHOUT WALKWAY) 141 SIGN POST SUPPORT SYSTEM EA 4,550.0000 72,800.00 20.000 91,000 142 REMOVE SIGN STRUCTURE (EA) EA 6,760.0000 60,840.00 8.000 54,080 143 REMOVE BRIDGE MOUNTED SIGN EA 4,110.0000 57,540.00 14.000 57,540 144 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 4,050.800 512,426 (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 93,987.00 538.700 95,349 (F) 148 GRATED LINE DRAIN LF 422.0000 21,100.00 48.000 20,256 (F) 149 REMOVE CULVERT (LF) LF 134.0000 6,298.00 47.000 6,298 (F) 150 REMOVE INLET EA 2,530.0000 17,710.00 8.000 20,240 (F) 151 MODIFY DRAINAGE STRUCTURE EA 4,410.0000 48,510.00 8.000 35,280 152 MODIFY INLET EA 4,350.0000 13,050.00 4.000 17,400 153 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 24.300 68,040 (F) PROGRAM CAS145 PAGE 7 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.200 3,168 (1/4 T, CLASS V, METHOD B) (CY) 157 ROCK SLOPE PROTECTION CY 678.0000 7,458.00 10.800 7,322 (60 LB, CLASS II, METHOD B) (CY) 158 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 41.2500 1,773.75 43.000 1,773 159 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 16,150.00 16.330 15,513 (F) CONSTRUCTION) 160 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 11.0000 23,166.00 2,106.000 23,166 (F) CONCRETE) 161 MISCELLANEOUS IRON AND STEEL LB 1.9500 77,953.20 39,438.000 76,904 (F) 162 DELINEATOR (CLASS 1) EA 127.0000 39,624.00 0.000 0 163 GUARD RAILING DELINEATOR EA 43.0000 1,763.00 53.000 2,279 164 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 36,961.00 16,274.000 37,430 165 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 22.000 1,870 168 REMOVE MARKER EA 27.7500 610.50 22.000 610 169 REMOVE ROADSIDE SIGN EA 107.0000 14,124.00 168.000 17,976 170 RESET ROADSIDE SIGN EA 366.0000 366.00 1.000 366 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.0000 151,305.00 4,334.170 151,695 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.4000 22,344.00 736.000 21,638 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4500 26,232.15 2,095.590 26,090 (0.063"-UNFRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4500 30,888.45 3,153.700 39,263 (0.080"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 12,013.00 272.250 5,581 (0.063"-FRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 34,583.50 1,764.000 36,162 (0.080"-FRAMED) 177 ROADSIDE SIGN - ONE POST EA 620.0000 56,420.00 117.000 72,540 178 ROADSIDE SIGN - TWO POST EA 1,070.0000 44,940.00 48.000 51,360 179 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 141.0000 7,614.00 53.000 7,473 METHOD) 180 INSTALL SIGN (MAST-ARM MOUNTED) EA 338.0000 4,394.00 14.000 4,732 181 INSTALL ROADSIDE SIGN PANEL ON EA 107.0000 34,775.00 264.000 28,248 EXISTING POST 182 INSTALL ROADSIDE SIGN LED PANEL EA 3,950.0000 19,750.00 4.000 15,800 PROGRAM CAS145 PAGE 8 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,654.000 76,497 184 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.8000 44,960.40 994.972 82,383 185 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 5,100.00 1.000 5,100 186 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,185.0000 5,925.00 7.000 8,295 187 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,185.0000 20,740.00 6.000 31,110 188 CONCRETE BARRIER (TYPE 60M) LF 99.5000 3,087,485.00 31,037.000 3,088,181 189 CONCRETE BARRIER (TYPE 60MA) LF 144.0000 103,536.00 719.000 103,536 190 CONCRETE BARRIER (TYPE 60MS) LF 140.0000 8,400.00 60.000 8,400 191 CONCRETE BARRIER (TYPE 60MSA) LF 151.0000 44,092.00 292.000 44,092 192 CONCRETE BARRIER (TYPE 60MSC) LF 178.5000 829,489.50 4,600.000 821,100 193 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 70,760 195 CONCRETE BARRIER (TYPE 60MSF) LF 529.0000 79,350.00 300.000 158,700 196 CONCRETE BARRIER LF 555.0000 564,435.00 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 1,417.000 12,753 199 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 1,220,703.500 244,140 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.4000 15,212.40 3,516.000 4,922 206 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 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 88,763.21 503,248.000 115,747 212 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 15,800.40 53,409.000 14,954 213 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.4200 10,087.68 387.000 549 214 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 0.909 41,177 222 LIGHTING SYSTEM LS 861,000.0000 861,000.00 0.856 737,016 223 SIGN ILLUMINATION SYSTEM LS 25,400.0000 25,400.00 0.907 23,037 224 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 0.847 94,059 226 ROADSIDE UNIT SYSTEM LS 71,950.0000 71,950.00 0.874 62,884 227 CAMERA SYSTEMS LS 554,100.0000 554,100.00 0.929 514,758 228 FIBER OPTIC CABLE SYSTEMS LS 2,971,500.0000 2,971,500.00 0.999 2,968,528 229 MODIFYING RAMP METERING SYSTEMS LS 45,000.0000 45,000.00 0.397 17,865 PROGRAM CAS145 PAGE 10 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T35U4 TIME 04:44 PM ESTIMATE NO. 040 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 01/20/25 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,161.00 53,932,082.79 ADJUSTMENT OF COMPENSATION 0.00 107,801.50 EXTRA WORK 8,511.99 2,611,261.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,672.99 56,651,145.93 230 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 15,672.99 62,837,645.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -67,200.00 TOTAL 15,672.99 62,770,445.93 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 10/11/21 09/30/25 734 79 46 0 96% 100% PROGRESS IS SATISFACTORY STEVE MCMILLAN RESIDENT ENGINEER