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 02/24/25 EST. NO. 040 TIME 08:50 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-0K1224 --------------------------------------------------------------------------- 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 0477 8,595.13 E.W. @ F.A.(+) 112724 N 1061.0 0479 9,376.68 120924 N 1063.0 0483 11,664.92 121324 N 1067.0 0484 10,112.33 121324 N 1068.0 0485 7,486.37 121724 N 1070.0 0486 6,672.93 121824 N 1071.0 0488 9,100.40 122024 N 1073.0 0491 9,334.25 121624 N 1069.0 0492 15,485.79 120424 N 1077.0 0501 4,682.10 112524 N 1042.0 0502 6,091.51 112724 N 1043.0 0505 3,471.36 121224 N 1046.0 0513 9,175.69 112024 N 1041.0 0516 6,734.71 112524 N 1056.0 0517 9,291.47 112524 N 1057.0 0520 13,878.16 112724 N 1060.0 002 0001 11,658.60 A.C. @ U.P.(+) 013025 N 001 0002 108.80 021825 N 0002 006 0121 5,281.43 E.W. @ F.A.(+) 010825 N 1087.0 0122 9,632.42 010925 N 1088.0 0123 4,496.47 011025 N 1089.0 071 0024 16,392.54 E.W. @ F.A.(+) 010625 N 1036.1 0025 16,448.89 010825 N 1091.0 0026 16,197.04 010925 N 1092.0 0027 17,833.48 011325 N 1093.0 0028 9,338.69 011425 N 1094.0 0029 17,694.20 011525 N 1095.0 0030 14,354.35 020325 N 1109.0 0032 130,001.75 E.W. @ U.P (+) 021825 N 0032 074 0004 4,906.99 E.W. @ F.A.(+) 121224 N 1013.1 0006 5,537.04 121924 N 1097.0 0007 2,605.80 122024 N 1098.0 0008 4,019.70 010925 N 1099.0 0011 5,785.93 012025 N 1102.0 0012 4,818.58 012025 N 1103.0 0014 4,415.16 012125 N 1105.0 0015 3,425.31 012125 N 1106.0 0016 8,384.67 012225 N 1107.0 0017 12,288.68 012225 N 1108.0 0020 10,623.34 012825 N 1112.0 0021 2,188.04 012825 N 1113.0 0022 12,996.82 012825 N 1114.0 0024 6,742.89 013025 N 1116.0 0026 7,965.72 020425 N 1118.0 0027 8,112.06 020525 N 1119.0 0028 10,403.74 020625 N 1120.0 0029 7,548.85 020725 N 1121.0 076 0001 79,535.98 E.W. @ L.S.(+) 020325 N 0001 077 0001 90,142.02 A.C. @ L.S.(+) 021225 N 0001 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 02/24/25 EST. NO. 040 TIME 08:50 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-0K1224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 703,039.78 TOTAL THIS ESTIMATE 27,675,814.69 TOTAL PREVIOUS ESTIMATE 28,378,854.47 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 02/24/25 EST. NO. 040 TIME 08:50 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-0K1224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAIL S9-1.16E3 -10,000.00 008 S9-1.16E3-2030S 10,000.00 009 S9-1.16E3-IQA&PRMIT -10,000.00 009 FHWA 1391 -10,000.00 010 S9-1.13E3 IQA SWPPP 10,000.00 010 FHWA1391 10,000.00 011 PCC 10262.5 E. WATT -119.55 013 PCC 10262.5 ALDRIDGE -1,957.80 013 PCC 10262.5 CALSTRIP -796.39 013 PCC 10262.5 FERRERIA -356.13 013 PCC 10262.5 E. WATT 119.55 014 S 90-1.02C(1) CONC 21.00 015 WITHHOLD RELEASE 3,089.32 017 S 26 R & SIEVE 6/21 -1,000.00 021 S 90-1.02C 6/21/23 -353.38 021 JPCP GRADATION -2,100.00 024 9-1.16E(3) PFW -758,093.00 024 40-1.01D(8) PCCTHICK -30,329.62 025 9.1.16E(3) RLS 758,093.00 025 JPCP THICK DEFICIENT -20,380.58 026 JPCP THICK DEFICIENT -17,594.64 027 9-1.16 EXPN JTS CHAN -25,000.00 028 SEC 26 AB OOC -1,000.00 031 9-1.16E (3) -30,000.00 031 S.26 AB OOC -1,000.00 032 9-1.16E(3) -30,000.00 032 NO SHO EMERGY RESP -1,938.00 033 9-1.16E CPM -60,000.00 033 26-1.01D(3) CL 2 AB -1,000.00 034 SB CORES -21,958.17 035 26-1.01D(3) -2,000.00 035 9-1.16E CPM 120,000.00 036 LCS 241113LATEREOPEN -15,000.00 037 SEC 25 CL I A S -1,000.00 038 9-1.16 EXPN JTS CHAN 25,000.00 040 25,000.00 -116,654.39 LABOR COMPLIANCE VIOLATION FEBRUARY 2022 -10,000.00 004 FEBRUARY 2022 RLS 10,000.00 005 AUGUST 2022 -10,000.00 010 AUGUST 2022 1,000.00 012 OCTOBER 2022 -1,000.00 012 NOVEMBER 2022 -8,000.00 013 OCTOBER 2022 1,000.00 013 AUGUST 2022 9,000.00 014 DECEMBER 2022 -7,000.00 014 DECEMBER 2022 7,000.00 015 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 02/24/25 EST. NO. 040 TIME 08:50 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-0K1224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- NOVEMBER 2022 8,000.00 019 JULY 2023 -10,000.00 021 JULY 2023 RLS 10,000.00 022 OCTOBER 2023 -10,000.00 024 NOVEMBER 2023 -10,000.00 025 OCTOBER 2023 10,000.00 026 APRIL 2024 -10,000.00 030 NOVEMBER 2023 RLS 10,000.00 030 MAY 2024 -10,000.00 031 AUGUST 2024 -10,000.00 034 MAY 2024 RLS 10,000.00 035 AUGUST 2024 RLS 10,000.00 036 SEPTEMBER 2024 -10,000.00 036 NOVEMBER 2024 -10,000.00 037 OCTOBER 2024 RLS 10,000.00 037 0.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 183 -326,221.25 005 OVERBID ITEM NO. 183 -163,110.62 007 OVERBID ITEM NO. 183 -130,488.50 013 OVERBID ITEM NO. 183 -32,622.13 025 0.00 -652,442.50 TOTAL DEDUCTIONS 25,000.00 -789,096.89 PROGRAM CAS145 PAGE 1 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 LOCATION PROGRESS ESTIMATE 08-SBD-15-R28.6/37.5 ----------------- SULLY-MILLER CONTRACTING IN HESPERIA AND VICTORVILLE FROM COMPANY OAK HILL RD OC TO S/O BEAR VALLEY 135 S. STATE COLLEGE BLVD. RD OC BREA CA 92821 FED. AID NO. B1IM-015 -5(167)E REHABILITATE EXISTING MAINLINE AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,700,000.00 18.000 81,000.00 649.000 2,920,500 004 RENEWABLE DIESEL EQUIPMENT VERIFICATION EA 100.0000 3,200.00 32.000 3,200 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 11.000 66,000 MEETING 006 HOURLY OFF-SITE HR 200.0000 20,000.00 4.500 900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 1.000 300,000 008 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 009 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.943 943,000 010 TYPE III BARRICADE EA 40.0000 40.00 1.000 40 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 531,000.00 1,785,363.000 535,608 012 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 72,000.00 2,427.000 72,810 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 88.0000 121,440.00 36.000 3,168.00 1,298.000 114,224 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 3.2500 95,875.00 35,697.000 116,015 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 6,000.0000 6,000.00 1.000 6,000 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 32,175.0000 514,800.00 16.000 514,800 017 TEMPORARY RAILING (TYPE K) LF 4.2500 1,666,000.00 476,960.000 2,027,080 018 ARMORGUARD TEMPORARY BARRIER SYSTEM LF 825.0000 561,000.00 0.000 0 019 TEMPORARY CRASH CUSHION MODULE EA 3,000.0000 150,000.00 50.000 150,000 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 16,000.0000 208,000.00 14.000 224,000 021 TEMPORARY TRAFFIC SCREEN LF 2.5000 208,250.00 0.000 0 022 TEMPORARY RADAR SPEED FEEDBACK EA 58,000.0000 232,000.00 4.000 232,000 SIGN SYSTEM PROGRAM CAS145 PAGE 2 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.943 188,600 024 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 1.000 4,000 PLAN 025 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 1.000 500.00 33.000 16,500 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,000.00 1.000 500.00 14.000 7,000 027 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 028 TEMPORARY SOIL BINDER SQYD 0.1900 8,550.00 14,124.000 2,683 029 TEMPORARY FIBER ROLL LF 2.0000 230,000.00 27,755.000 55,510 030 TEMPORARY GRAVEL BAG BERM LF 9.5000 47,500.00 24,644.000 234,118 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 3.000 9,000 032 STREET SWEEPING LS 240,000.0000 240,000.00 0.943 226,320 033 TEMPORARY CONCRETE WASHOUT LS 72,000.0000 72,000.00 1.000 72,000 034 TREATED WOOD WASTE LB 0.4400 814,000.00 1,005,740.000 442,525 035 REMOVE CONCRETE (CY) CY 75.0000 6,825.00 91.000 6,825 036 TEMPORARY HIGH-VISIBILITY FENCE LF 1.7500 2,625.00 358.000 626 037 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 038 ROADWAY EXCAVATION CY 20.0000 10,400,000.00 428,984.000 8,579,680 039 ROADSIDE CLEARING LS 65,000.0000 65,000.00 1.000 65,000 040 ROCK BLANKET SQFT 10.0000 40,600.00 13.330 133.30 4,073.330 40,733 041 12" CORRUGATED HIGH DENSITY LF 68.5000 8,905.00 64.000 4,384.00 130.000 8,905 POLYETHYLENE PIPE CONDUIT 042 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7000 5,299.00 7,570.000 5,299 043 HYDROSEED SQFT 0.1000 212,000.00 1,590,000.000 159,000 044 CLASS 2 AGGREGATE SUBBASE CY 21.0000 669,900.00 31,900.000 669,900 045 CLASS 2 AGGREGATE BASE (CY) CY 16.0000 1,664,000.00 92,194.000 1,475,104 046 PRIME COAT TON 320.0000 128,000.00 93.400 29,888 047 HOT MIX ASPHALT (TYPE A) TON 80.0000 22,080,000.00 281,431.420 22,514,513 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.0000 12,600.00 1,047.000 12,564 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 2,040.00 170.000 2,040 PROGRAM CAS145 PAGE 3 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 56,280.00 1,147.000 13,764.00 5,837.000 70,044 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 10,320.00 860.000 10,320 052 PLACE HOT MIX ASPHALT SQYD 87.0000 8,526.00 98.000 8,526 (MISCELLANEOUS AREA) 053 TACK COAT TON 525.0000 278,250.00 351.530 184,553 054 REMOVE ASPHALT CONCRETE DIKE LF 0.2000 2,500.00 12,500.000 2,500 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 815,000.00 121,578.620 303,946 056 JOINTED PLAIN CONCRETE PAVEMENT CY 186.0000 31,062,000.00 166,999.990 31,061,998 057 JOINTED PLAIN CONCRETE PAVEMENT WITH CY 235.0000 2,138,500.00 9,100.000 2,138,500 INTERMEDIATE STRENGTH CONCRETE 058 DRILL AND BOND (DOWEL BAR) EA 55.0000 9,900.00 180.000 9,900 059 JOINT SEAL (PREFORMED COMPRESSION) LF 3.7500 1,680,000.00 35,892.000 134,595.00 335,807.000 1,259,276 060 ISOLATION JOINT SEAL (SILICONE) LF 4.0000 35,520.00 1,577.000 6,308.00 7,482.700 29,930 061 REMOVE CONCRETE PAVEMENT AND BASE CY 75.0000 82,500.00 1,100.000 82,500 062 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 13,300.00 38.000 13,300 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 189,000.00 378.000 189,000 (TYPE R) 064 STRUCTURAL CONCRETE, HEADWALL CY 1,800.0000 61,200.00 34.000 61,200 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 594,000.00 259.200 570,240 066 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 171,000.00 51.000 153,000 067 PAVING NOTCH EXTENSION CF 500.0000 105,000.00 210.000 105,000 068 DRILL AND BOND DOWEL LF 75.0000 3,600.00 48.000 3,600 069 JOINT SEAL (MR 1") LF 85.0000 23,800.00 0.000 0 070 BRIDGE REMOVAL (PORTION), LOCATION A LS 67,000.0000 67,000.00 1.000 67,000 071 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,500.0000 5,500.00 1.000 5,500 072 BRIDGE JOINT RESTRAINER (CABLE TYPE) LB 12.5000 65,350.00 5,228.000 65,350 (F) 073 18" ALTERNATIVE PIPE CULVERT LF 60.0000 295,200.00 4,925.600 295,536 074 24" ALTERNATIVE PIPE CULVERT LF 72.0000 385,200.00 5,350.000 385,200 075 30" ALTERNATIVE PIPE CULVERT LF 250.0000 8,000.00 32.000 8,000 076 36" ALTERNATIVE PIPE CULVERT LF 125.0000 196,250.00 1,570.000 196,250 PROGRAM CAS145 PAGE 4 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 48" REINFORCED CONCRETE PIPE LF 225.0000 472,500.00 2,100.000 472,500 078 8" ALTERNATIVE PIPE DOWNDRAIN LF 180.0000 2,880.00 16.000 2,880 079 48" CORRUGATED STEEL PIPE RISER LF 1,600.0000 48,000.00 30.000 48,000 (.079" THICK) 080 18" ALTERNATIVE FLARED END SECTION EA 430.0000 2,150.00 5.000 2,150 081 24" ALTERNATIVE FLARED END SECTION EA 650.0000 650.00 1.000 650 082 36" ALTERNATIVE FLARED END SECTION EA 1,650.0000 1,650.00 1.000 1,650 083 36" PRECAST CONCRETE PIPE INLET LF 405.0000 48,600.00 120.000 48,600 084 18" ALTERNATIVE PIPE RISER LF 750.0000 7,500.00 10.000 7,500 085 ABANDON CULVERT (LF) LF 15.0000 28,350.00 1,890.000 28,350 086 REMOVE OVERSIDE DRAIN EA 1,100.0000 8,800.00 8.000 8,800 087 REMOVE CULVERT (LF) LF 65.0000 109,850.00 1,690.000 109,850 088 REMOVE DOWNDRAIN (EA) EA 1,800.0000 5,400.00 3.000 5,400 089 REMOVE INLET EA 1,500.0000 48,000.00 32.000 48,000 090 REMOVE HEADWALL EA 1,300.0000 7,800.00 6.000 7,800 091 REMOVE FLARED END SECTION (EA) EA 550.0000 2,750.00 5.000 2,750 092 ADJUST INLET EA 7,200.0000 21,600.00 2.000 14,400 093 REMOVE CONCRETE (CHANNEL) CY 83.0000 405,040.00 10,528.000 873,824 094 CAP INLET EA 3,500.0000 10,500.00 3.000 10,500 095 CLEANING, INSPECTING, AND PREPARING LF 30.0000 131,400.00 62.000 1,860.00 4,442.000 133,260 CULVERT (LF) 096 CULVERT SLURRY-CEMENT BACKFILL CY 500.0000 65,000.00 0.000 0 097 SAND BACKFILL CY 340.0000 54,400.00 160.000 54,400 098 MACHINE SPIRAL WOUND PVC PIPELINER LF 145.0000 404,550.00 2,528.000 366,560 (GROUTED, 24") 099 MACHINE SPIRAL WOUND PVC PIPELINER LF 235.0000 47,000.00 200.000 47,000 (GROUTED, 30") 100 MACHINE SPIRAL WOUND PVC PIPELINER LF 275.0000 165,000.00 30.000 8,250.00 476.000 130,900 (GROUTED, 36") 101 MACHINE SPIRAL WOUND PVC PIPELINER LF 290.0000 98,600.00 467.000 135,430.00 467.000 135,430 (GROUTED, 42") 102 18" MACHINE SPIRAL WOUND PVC PIPELINER LF 158.0000 74,260.00 107.000 16,906.00 577.000 91,166 (EXPANDABLE DIAMETER) 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE (CHANNEL LINING) CY 455.0000 4,641,000.00 10,035.998 4,566,379 105 ROCK SLOPE PROTECTION CY 150.0000 3,150.00 21.000 3,150 (60 LB, CLASS II, METHOD B) (CY) 106 ROCK SLOPE PROTECTION CY 140.0000 11,620.00 83.000 11,620 (20 LB, CLASS I, METHOD B) (CY) 107 ROCK SLOPE PROTECTION CY 56.0000 8,960.00 160.000 8,960 (1/2 T, CLASS VII, METHOD B) (CY) 108 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.5000 3,675.00 490.000 3,675 109 MINOR CONCRETE (GUTTER) (CY) CY 527.0000 9,486.00 18.000 9,486 110 DETECTABLE WARNING SURFACE SQFT 55.0000 15,950.00 287.300 15,801 111 MINOR CONCRETE (MISCELLANEOUS CY 1,100.0000 92,400.00 83.996 92,395 CONSTRUCTION) 112 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 5.2500 248,325.00 47,300.000 248,325 CONCRETE) 113 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 475.0000 61,750.00 130.000 61,750 AND DRIVEWAY) 114 MINOR CONCRETE (CURB, SIDEWALK AND CY 800.0000 41,600.00 54.900 43,920 CURB RAMP) 115 REMOVE CONCRETE CY 350.0000 10,500.00 30.000 10,500 (CURB, GUTTER, AND SIDEWALK) (CY) 116 PRE/POST CONSTRUCTION SURVEYS EA 2,900.0000 23,200.00 1.000 2,900 117 MISCELLANEOUS IRON AND STEEL LB 2.7500 104,500.00 26,270.000 72,242 118 CHAIN LINK FENCE (TYPE CL-6) LF 26.5000 1,698,650.00 64,100.000 1,698,650 119 REMOVE FENCE LF 1.7500 106,225.00 60,700.000 106,225 120 REMOVE PAVEMENT MARKER EA 1.1000 9,108.00 10,561.000 11,617 121 REMOVE DELINEATOR EA 25.0000 200.00 0.000 0 122 DELINEATOR (CLASS 1) EA 50.0000 13,000.00 260.000 13,000.00 260.000 13,000 123 GUARD RAILING DELINEATOR EA 21.0000 4,200.00 258.000 5,418 124 PAVEMENT MARKER EA 15.0000 131,400.00 101.000 1,515 (RETROREFLECTIVE-RECESSED) 125 OBJECT MARKER (TYPE L-1) EA 100.0000 100.00 1.000 100.00 1.000 100 126 REMOVE ROADSIDE SIGN EA 175.0000 26,250.00 146.000 25,550.00 150.000 26,250 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 1,875.00 75.000 1,875.00 75.000 1,875 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 7,300.00 699.300 6,993.00 731.300 7,313 (0.063"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 12,900.00 581.800 8,727.00 669.300 10,039 (0.080"-UNFRAMED) 130 ROADSIDE SIGN - ONE POST EA 350.0000 52,500.00 134.000 46,900.00 143.000 50,050 PROGRAM CAS145 PAGE 6 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 850.0000 12,750.00 0.000 0 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 0.000 0 METHOD) 133 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 384,500.00 7,690.000 384,500 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 135,900.00 4,530.000 135,900 135 SINGLE THRIE BEAM BARRIER LF 100.0000 90,000.00 900.000 90,000.00 900.000 90,000 136 DOUBLE THRIE BEAM BARRIER LF 150.0000 7,500.00 50.000 7,500.00 50.000 7,500 137 CABLE RAILING LF 235.0000 13,395.00 57.000 13,395 138 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 24,500.00 7.000 24,500 139 END ANCHOR ASSEMBLY (TYPE SFT) EA 5,000.0000 50,000.00 10.000 50,000 140 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 100,000.00 20.000 100,000 141 SEVERE-DUTY CRASH CUSHION (TYPE EA 20,000.0000 20,000.00 1.000 20,000 SCI-100GM) 142 CONCRETE BARRIER (TYPE 60M) LF 45.0000 96,300.00 272.050 12,242 143 CONCRETE BARRIER (TYPE 60MC) LF 145.0000 6,249,500.00 0.000 0 144 CONCRETE BARRIER (TYPE 60MF) LF 375.0000 183,750.00 0.000 0 145 CONCRETE BARRIER (TYPE 836B) LF 320.0000 20,160.00 63.000 20,160 146 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 265.0000 195,040.00 736.000 195,040 (F) 147 REMOVE BARRIER LF 5.0000 450,000.00 91,580.000 457,900 148 REMOVE GUARDRAIL LF 2.0000 9,560.00 4,780.000 9,560 149 SALVAGE METAL BRIDGE RAILING LF 9.2500 5,605.50 606.000 5,605 150 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1100 47,080.00 64,599.000 7,105.89 423,460.000 46,580 151 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6500 5,692.50 1,158.000 1,910 152 12" RUMBLE STRIP STA 256.0000 217,600.00 354.250 90,688 (ASPHALT CONCRETE PAVEMENT) 153 12" RUMBLE STRIP STA 300.0000 225,000.00 0.000 0 (CONCRETE PAVEMENT) 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 156 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE 6" TRAFFIC STRIPE LF 0.2200 106,700.00 527,086.000 115,958 159 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 22,000.0000 22,000.00 0.040 880.00 0.900 19,800 SYSTEM ELEMENTS DURING CONSTRUCTION 160 CAMERA SYSTEMS LS 40,000.0000 40,000.00 0.146 5,840.00 0.750 30,000 161 FIBER OPTIC CABLE SYSTEMS LS 1,250,000.0000 1,250,000.00 0.031 38,750.00 1.000 1,250,000 162 TEMPORARY LIGHTING SYSTEMS LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 163 MODIFYING LIGHTING SYSTEMS LS 800,000.0000 800,000.00 0.032 25,600.00 0.970 776,000 164 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 700,000.0000 700,000.00 0.010 7,000.00 0.977 683,900 165 MODIFYING RAMP METERING SYSTEMS LS 125,000.0000 125,000.00 0.374 46,750.00 0.904 113,000 166 MODIFYING TRAFFIC MONITORING STATIONS LS 685,000.0000 685,000.00 0.021 14,385.00 0.924 632,940 167 MODIFYING INTERCONNECTION CONDUIT LS 65,000.0000 65,000.00 0.020 1,300.00 0.599 38,935 AND CABLE 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 169 REMOVING LIGHTING SYSTEMS LS 3,000.0000 3,000.00 1.000 3,000 170 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 171 18" SLOTTED CORRUGATED STEEL PIPE LF 75.0000 97,500.00 1,300.000 97,500 (.079" THICK) 172 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.5000 234,500.00 244,441.000 122,220 173 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.6500 11,995.50 3,002.000 4,953 174 12" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.2000 23,980.00 3,286.000 7,229 175 TWO-COMPONENT PAINT CROSSWALK AND SQFT 4.2500 114,750.00 1,973.000 8,385 PAVEMENT MARKING 176 MODIFYING ROAD WEATHER INFORMATION LS 75,000.0000 75,000.00 0.445 33,375.00 0.500 37,500 SYSTEM 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 2,700.0000 54,000.00 0.000 0 DAY 179 12' CHAIN LINK GATE (TYPE CL-6) EA 7,500.0000 30,000.00 4.000 30,000 180 REMOVE GATE EA 2,500.0000 10,000.00 4.000 10,000 181 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 182 48 REINFORCED CONCRETE PIPE LF 1,600.0000 416,000.00 260.000 416,000 (TRENCHLESS) PROGRAM CAS145 PAGE 8 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1224 TIME 08:50 AM ESTIMATE NO. 040 BID OPENING 08/24/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 788,429.19 98,143,716.21 ADJUSTMENT OF COMPENSATION 101,909.42 1,500,332.40 EXTRA WORK 601,130.36 26,878,522.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,491,468.97 126,522,570.68 183 MOBILIZATION LS 12,819,642.5000 12,819,642.50 1.000 12,819,642 ORIGINAL CONTRACT AMOUNT 121,672,000.00 TOTAL WORK COMPLETED 1,491,468.97 139,342,213.18 MATERIALS ON HAND ON SITE -127,532.00 0.00 DEDUCTIONS 25,000.00 -789,096.89 TOTAL 1,388,936.97 138,553,116.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 183 MOBILIZATION 12,167,200.00 12,819,642.50 652,442.50 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 10/07/21 600 11/08/21 11/08/21 05/23/25 649 166 114 0 97% 91% PROGRESS IS SATISFACTORY AL-KHATEEB, TAGHREED RESIDENT ENGINEER