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 01/25/23 EST. NO. 037 TIME 11:30 AM R.E. NAME: KRAFT, DAN 01-2982U4 --------------------------------------------------------------------------- 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 0001-3 15,537.61 A.C. @ U.P.(-) 121820 N 1 0 DAO CORRECTING ENTRY 0001-4 -15,357.85 121820 N 1 0 DAO CORRECTING ENTRY 0003-1 -9,370.95 A.C. @ U.P.(+) 101921 N 3 0 DAO CORRECTING ENTRY 0003-2 9,645.22 101921 N 3 0 DAO CORRECTING ENTRY 0004-1 -11,995.10 111821 N 4 0 DAO CORRECTING ENTRY 0004-2 12,980.22 111821 N 4 0 DAO CORRECTING ENTRY 0006-3 -84,396.31 062422 N 6 0 DAO CORRECTING ENTRY 0006-4 91,894.04 062422 N 6 0 DAO CORRECTING ENTRY 0007-1 -42,790.71 081922 N 7 0 DAO CORRECTING ENTRY 0007-2 46,646.89 081922 N 7 0 DAO CORRECTING ENTRY 0008-1 -44,849.17 091822 N 8 0 DAO CORRECTING ENTRY 0008-2 48,858.72 091822 N 8 0 DAO CORRECTING ENTRY 0009-1 -15,875.19 102022 N 9 0 DAO CORRECTING ENTRY 0009-2 18,922.14 102022 N 9 0 DAO CORRECTING ENTRY 0010-1 -87,442.32 112022 N 10 0 DAO CORRECTING ENTRY 0010-2 97,904.27 112022 N 10 0 DAO CORRECTING ENTRY 0010-3 -97,904.27 112022 N 10 0 DAO CORRECTING ENTRY 0010-4 99,297.84 112022 N 10 0 DAO CORRECTING ENTRY 0011 42,767.27 122022 N 11 0 022 0004 26,420.50 E.W. @ F.A.(+) 010423 N 4 0 029 0006 13,910.60 E.W. @ L.S.(+) 010423 N 6 0 0006-1 -13,910.60 010423 N 6 0 DAO CORRECTING ENTRY 0006-2 69,553.00 010423 N 6 0 DAO CORRECTING ENTRY 034 0011 10,934.31 E.W. @ F.A.(+) 093022 N 0557.0 0013 11,674.93 100622 N 0563.0 0014 13,988.20 100822 N 0565.0 0015 13,376.62 101022 N 0566.0 0016 5,059.67 101122 N 0567.0 0018 2,301.55 101222 N 0569.0 0022 9,040.03 101522 N 0578.0 0027 2,564.25 111722 N 0583.0 0034 2,149.02 102122 N 0584.1 047 0001 40.50 A.C. @ U.P.(+) 122022 N 1 0 0002 -658.00 A.C. @ U.P.(-) 122022 N 2 0 240,916.93 TOTAL THIS ESTIMATE 3,217,054.09 TOTAL PREVIOUS ESTIMATE 3,457,971.02 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 01/25/23 EST. NO. 037 TIME 11:30 AM R.E. NAME: KRAFT, DAN 01-2982U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING MONTHLY DBE -50,000.00 015 RCVD DBE 50,000.00 016 MISSING BMP'S -75,000.00 023 RCVD BMP'S 75,000.00 028 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -8,000.00 004 PER LTTR DATED 6/20 -8,000.00 005 PER 8/20 LETTER -7,000.00 008 RELEASE 5/20 DEDUCT 8,000.00 008 PER 11/20 LETTER -3,000.00 011 RELEASE 11/20 DEDUCT 3,000.00 018 RELEASE 6/20 DEDUCT 8,000.00 018 RELEASE 8/20 DEDUCT 7,000.00 018 PER 1/22 LETTER -8,000.00 025 LTR DATE 2/16/22 8,000.00 026 LTR DATE 2/16/22 -2,000.00 026 LTR 3/22 DEDUCT -1,000.00 027 RETURN 2/22 DEDUCT 2,000.00 027 RELEASE 3/22 DEDUCT 1,000.00 028 PER 5/22 LTR DEDUCT -3,000.00 029 PER 6/22 LTR DEDUCT -2,000.00 030 RELEASE 5/22 DEDUCT 3,000.00 031 PER 8/22 LTR DEDUCT -8,000.00 032 PER 10/22 LTR DEDUCT -10,000.00 034 RELEASE 6/22 DEDUCT 2,000.00 034 RELEASE 8/22 DEDUCT 8,000.00 034 DEDUCT LTTR 11/2022 -3,000.00 035 RTRN LTTR 10/2022 10,000.00 035 DEDUCT PER 12/22 LTR -9,000.00 036 PER 1/23 LTR DEDUCT -10,000.00 037 -10,000.00 -22,000.00 TOTAL DEDUCTIONS -10,000.00 -22,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 LOCATION PROGRESS ESTIMATE 01-LAK-29-28.5/31.6 ----------------- O.C. JONES & SONS, INC. IN LAKE COUNTY NEAR KELSEYVILLE ON 1520 FOURTH STREET; RTE 29 FROM 0.6 MI TO 3.7 MILES BERKELEY CA 94710 NORTH OF RTE 281 AND ON RTE 175 FROM SO JCT RTE 29 TO 0.3 MI EAST OF SO JCT RTE 29 FED. AID NO. ACNH-P029(148)E CONSTRUCT EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.950 1,900 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 2,100,000.0000 2,100,000.00 0.960 2,016,000 004 DEVELOP WATER SUPPLY LS 375,000.0000 375,000.00 1.000 375,000 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.890 31,150 006 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.930 744,000 007 TYPE III BARRICADE EA 50.0000 14,500.00 19.000 950 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 10,640.00 147.000 1,029 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 91,800.00 125,950.000 75,570 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 12,600.00 362.000 16,290 011 TEMPORARY PAVEMENT MARKER EA 7.5000 22,500.00 3,405.000 25,537 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 1.000 40,000 013 TEMPORARY RAILING (TYPE K) LF 15.0000 136,800.00 8,710.000 130,650 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,400.0000 17,600.00 12.000 52,800 015 JOB SITE MANAGEMENT LS 190,000.0000 190,000.00 0.010 1,900.00 0.940 178,600 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.500 1,400 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 28,000.00 3.000 1,500.00 38.000 19,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 8,900.00 9.000 900.00 23.000 2,300 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 5.8500 5,382.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 700.0000 10,500.00 15.000 10,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 5,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 52,360.00 368,785.000 202,831 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.7500 5,500.00 3,038.000 8,354 025 TEMPORARY CHECK DAM LF 7.5000 10,575.00 4,715.000 35,362 026 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 4,515.00 27.000 2,835 027 TEMPORARY FIBER ROLL LF 2.5500 44,115.00 685.000 1,746.75 38,740.000 98,787 028 TEMPORARY GRAVEL BAG BERM LF 6.5000 47,905.00 865.000 5,622 029 TEMPORARY SILT FENCE LF 2.4500 51,450.00 2,626.000 6,433 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 60,000.00 16.000 64,000 031 STREET SWEEPING LS 675,000.0000 675,000.00 0.010 6,750.00 0.950 641,250 032 TEMPORARY CONCRETE WASHOUT LS 150,100.0000 150,100.00 1.000 150,100 033 TREATED WOOD WASTE LB 0.2500 600.00 0.000 0 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 76,000.0000 76,000.00 1.000 76,000 035 INVASIVE SPECIES CONTROL LS 35,000.0000 35,000.00 0.010 350.00 0.950 33,250 036 TEMPORARY HIGH-VISIBILITY FENCE LF 2.1500 61,490.00 21,732.000 46,723 037 CLEARING AND GRUBBING (LS) LS 980,000.0000 980,000.00 1.000 980,000 038 ROADWAY EXCAVATION CY 17.3500 7,252,300.00 400,418.000 6,947,252 039 ROADWAY EXCAVATION (TOPSOIL) CY 25.0000 92,500.00 3,700.000 92,500 040 ROCK EXCAVATION (CONTROLLED BLASTING) CY 23.0000 920,000.00 40,000.000 920,000 041 ROCK EXCAVATION CY 17.3500 7,269,650.00 409,164.000 7,098,995 042 SHOULDER BACKING TON 185.0000 7,030.00 0.000 0 043 STRUCTURE EXCAVATION (GROUND ANCHOR CY 66.0000 53,988.00 755.000 49,830 (F) WALL) 044 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 110.0000 5,720.00 52.000 5,720 (F) 045 DITCH EXCAVATION CY 31.0000 496,000.00 382.000 11,842.00 13,952.000 432,512 046 SOIL AMENDMENT CY 100.0000 1,100.00 2.000 200.00 4.000 400 047 PLANT (GROUP A) EA 23.5000 28,200.00 180.000 4,230.00 420.000 9,870 048 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 049 WOOD MULCH CY 91.0000 27,300.00 99.000 9,009.00 105.000 9,555 PROGRAM CAS145 PAGE 3 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FOLIAGE PROTECTOR EA 41.0000 18,450.00 123.000 5,043.00 158.000 6,478 051 RELOCATE BOULDERS EA 480.0000 76,800.00 160.000 76,800 052 LOG EA 1,200.0000 19,200.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,600.00 13.000 3,900 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 29,200.00 28,593.000 11,437.20 48,853.000 19,541 055 HYDROMULCH (FRM) SQFT 0.0800 263,200.00 172,980.000 13,838.40 1,660,360.000 132,828 056 FIBER ROLLS LF 3.0000 247,800.00 282.000 846.00 74,809.000 224,427 057 COMPOST SOCK LF 5.8000 7,250.00 1,203.000 6,977 058 HYDROSEED A (HBGM) SQFT 0.1400 449,400.00 172,980.000 24,217.20 1,661,445.000 232,602 059 HYDROSEED B (HBGM) SQFT 0.1400 11,410.00 0.000 0 060 COMPOST (CY) CY 35.0000 87,500.00 315.000 11,025.00 1,682.600 58,891 061 INCORPORATE MATERIALS 4" SQFT 0.0300 8,550.00 36,160.000 1,084 062 INCORPORATE MATERIALS 12" SQFT 0.0300 3,870.00 39,020.000 1,170 063 PERMANENT EROSION CONTROL ESTABLISHMENT LS 24,500.0000 24,500.00 0.000 0 WORK 064 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0 065 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 5,227,200.00 107,445.400 5,802,051 066 HOT MIX ASPHALT (TYPE A) TON 124.0000 9,659,600.00 30.000 3,720.00 62,176.640 7,709,903 067 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.0000 1,515,100.00 8,116.600 1,128,207 068 DATA CORE LS 5,000.0000 5,000.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.1000 7,350.00 3,289.000 6,906 070 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.1000 8,400.00 9,218.000 19,357 071 PLACE HOT MIX ASPHALT SQYD 100.0000 22,000.00 85.580 8,558 (MISCELLANEOUS AREA) 072 TACK COAT TON 1,200.0000 132,000.00 66.080 79,296 073 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.2000 259,840.00 7,412.800 83,023 074 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 180,900.00 -5,466.660 -49,199.94 683.340 6,150 075 REMOVE BASE AND SURFACING CY 11.2000 148,960.00 2,878.000 32,233.60 6,346.900 71,085 076 GROUND ANCHOR (SUBHORIZONTAL) EA 2,000.0000 312,000.00 156.000 312,000 PROGRAM CAS145 PAGE 4 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 2,180.0000 475,240.00 204.000 444,720 (F) 078 STRUCTURAL CONCRETE, HEADWALL CY 2,400.0000 129,600.00 40.060 96,144 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 1,860.0000 463,140.00 249.000 463,140 (F) 080 CONCRETE SURFACE TEXTURE SQFT 34.0000 234,260.00 6,534.000 222,156 (F) 081 BAR REINFORCING STEEL LB 1.2500 4,070.00 3,256.000 4,070 (F) 082 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 108,915.00 34,899.000 104,697 (F) 083 STRUCTURAL SHOTCRETE CY 1,006.0000 293,752.00 269.000 270,614 (F) 084 WILDLIFE ESCAPE RAMP EA 40,000.0000 280,000.00 7.000 280,000 085 18" ALTERNATIVE PIPE CULVERT LF 100.0000 38,000.00 352.700 35,270 086 24" ALTERNATIVE PIPE CULVERT LF 200.0000 740,000.00 3,721.750 744,350 087 30" ALTERNATIVE PIPE CULVERT LF 210.0000 252,000.00 1,171.000 245,910 088 36" ALTERNATIVE PIPE CULVERT LF 275.0000 715,000.00 2,560.400 704,110 089 CONCRETE BACKFILL (PIPE TRENCH) CY 410.0000 227,550.00 555.000 227,550 (F) 090 18" TEMPORARY CULVERT LF 185.0000 24,050.00 0.000 0 091 24" TEMPORARY CULVERT LF 190.0000 24,700.00 0.000 0 092 30" TEMPORARY CULVERT LF 240.0000 20,400.00 50.000 12,000 093 36" TEMPORARY CULVERT LF 275.0000 23,650.00 0.000 0 094 35" X 24" ALTERNATIVE PIPE ARCH CULVERT LF 130.0000 81,900.00 616.500 80,145 095 8" CORRUGATED STEEL PIPE (.064" THICK) LF 200.0000 1,200.00 0.000 0 096 12'-11" X 11'-3" STRUCTRUAL STEEL PLATE LF 1,470.0000 367,500.00 250.000 367,500 VEHICULAR UNDERCROSSING 097 GEOCOMPOSITE DRAIN SQFT 7.5000 10,095.00 1,292.000 9,690 (F) 098 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 13,200.00 94.600 10,406 099 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 850.0000 37,400.00 42.200 35,870 (.138" THICK) 100 8" ENTRANCE TAPER EA 1,150.0000 1,150.00 1.000 1,150 101 12" ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0 102 12" ANCHOR ASSEMBLY EA 600.0000 5,400.00 5.000 3,000 103 TEMPORARY AFES EA 1,150.0000 17,250.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" ALTERNATIVE FLARED END SECTION EA 1,100.0000 1,100.00 1.000 1,100 105 18" ALTERNATIVE FLARED END SECTION EA 1,220.0000 6,100.00 4.000 4,880 106 24" ALTERNATIVE FLARED END SECTION EA 1,250.0000 27,500.00 19.000 23,750 107 30" ALTERNATIVE FLARED END SECTION EA 1,450.0000 21,750.00 16.000 23,200 108 36" ALTERNATIVE FLARED END SECTION EA 1,800.0000 23,400.00 8.000 14,400 109 35" X 24" ALTERNATIVE FLARED END PIPE EA 1,200.0000 28,800.00 20.000 24,000 ARCH SECTION 110 ABANDON CULVERT (EA) EA 3,000.0000 3,000.00 1.000 3,000 111 REMOVE CULVERT (EA) EA 4,300.0000 90,300.00 15.000 64,500 112 REMOVE INLET EA 1,700.0000 3,400.00 2.000 3,400 113 REMOVE HEADWALL EA 1,700.0000 8,500.00 4.000 6,800 114 ROCK SLOPE PROTECTION CY 200.0000 7,600.00 18.900 3,780 (300 LB, CLASS IV, METHOD B) (CY) 115 ROCK SLOPE PROTECTION CY 515.0000 3,605.00 7.000 3,605 (150 LB, CLASS III, METHOD B) (CY) 116 ROCK SLOPE PROTECTION CY 160.0000 128,000.00 457.000 73,120 (60 LB, CLASS II, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 170.0000 124,100.00 582.280 98,987 (20 LB, CLASS I, METHOD B) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.2000 17,262.00 3,319.800 13,943 119 MINOR CONCRETE (GUTTER) (CY) CY 800.0000 7,200.00 11.250 9,000 120 MINOR CONCRETE (MISCELLANEOUS CY 1,700.0000 45,900.00 10.290 17,493 CONSTRUCTION) 121 MINOR CONCRETE (TEXTURED PAVING) CY 645.0000 109,650.00 153.500 99,007 122 MISCELLANEOUS IRON AND STEEL LB 3.0000 52,683.00 17,560.000 52,680 (F) 123 DESTROY WELL EA 11,000.0000 66,000.00 6.000 66,000 124 PREPARE AND STAIN CONCRETE SQFT 5.0000 34,450.00 6,534.000 32,670 (F) 125 OXIDIZING STAIN SQFT 2.3500 20,915.00 0.000 0 126 REPLACE MAILBOX EA 300.0000 2,100.00 3.000 900.00 3.000 900 127 RELOCATE BILLBOARD EA 1,200.0000 1,200.00 0.000 0 128 RELOCATE PRIVATE TWO POST SIGN EA 900.0000 1,800.00 0.000 0 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 WILDLIFE FENCE (TYPE WM, METAL POST 8') LF 50.0000 540,000.00 3,687.000 184,350 PROGRAM CAS145 PAGE 6 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FENCE (TYPE WM, METAL POST) LF 10.0000 262,000.00 24,003.524 240,035 132 CHAIN LINK FENCE (TYPE CL-6, LF 70.0000 115,500.00 1,716.000 120,120 EXTENSION ARM) 133 24' WIRE MESH GATE (8' HIGH) EA 4,000.0000 4,000.00 0.000 0 134 12' METAL GATE EA 5,000.0000 10,000.00 0.000 0 135 16' METAL GATE EA 5,000.0000 5,000.00 3.000 15,000 136 24' METAL GATE EA 10,000.0000 10,000.00 1.000 10,000 137 REMOVE FENCE LF 4.5000 108,900.00 24,200.000 108,900 138 REMOVE GATE EA 600.0000 7,800.00 13.000 7,800 139 RELOCATE GATE EA 3,500.0000 24,500.00 6.000 21,000 140 REMOVE PAVEMENT MARKER EA 3.0000 5,400.00 0.000 0 141 REMOVE DELINEATOR EA 25.0000 1,575.00 0.000 0 142 DELINEATOR (CLASS 2) EA 51.0000 12,750.00 128.000 6,528.00 128.000 6,528 143 PAVEMENT MARKER EA 9.5000 23,750.00 1,063.000 10,098 (RETROREFLECTIVE-RECESSED) 144 MILEPOST MARKER EA 51.0000 765.00 3.000 153.00 3.000 153 145 MARKER (CULVERT) EA 51.0000 2,805.00 32.000 1,632.00 32.000 1,632 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 REMOVE ROADSIDE SIGN EA 150.0000 3,600.00 4.000 600 148 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 5.000 1,250 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 2,320.00 66.000 765.60 200.000 2,320 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4000 7,224.00 204.000 1,713.60 860.000 7,224 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 688.50 54.000 688 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 2,145.00 52.000 507.00 220.000 2,145 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 3,060.00 168.000 2,142.00 240.000 3,060 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,507.50 169.000 2,492.75 170.000 2,507 (0.080" -FRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 155 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 5,110.00 889.000 3,111.50 1,460.000 5,110 PROGRAM CAS145 PAGE 7 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 320.0000 44,800.00 35.000 11,200.00 140.000 44,800 157 ROADSIDE SIGN - TWO POST EA 640.0000 8,320.00 9.000 5,760.00 13.000 8,320 158 BARRICADE (PERMANENT) EA 1,100.0000 4,400.00 2.000 2,200.00 2.000 2,200 159 CABLE RAILING LF 60.0000 34,680.00 578.000 34,680 (F) 160 CONCRETE BARRIER (TYPE 60M) LF 185.0000 20,350.00 66.400 12,284 161 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 145.0000 35,380.00 244.000 35,380 (F) 162 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 32,205.00 1,594.000 15,143 (ENHANCED WET NIGHT VISIBILITY) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 3,323.50 1,930.000 1,640 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 14,460.00 12,333.000 7,399 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 165 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,300.00 27,764.000 27,764 (ENHANCED WET NIGHT VISIBILITY) 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 16,000.00 3,000.000 7,500 (ENHANCED WET NIGHT VISIBILITY) 167 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 2,160.00 0.000 0 168 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 20,570.00 0.000 0 169 TRAFFIC MONITORING STATION SYSTEM LS 22,000.0000 22,000.00 0.500 11,000.00 0.500 11,000 170 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000 171 REMOVING EXISTING ELECTRICAL SYSTEM LS 3,000.0000 3,000.00 0.000 0 172 BUILDING WORK LS 160,000.0000 160,000.00 1.000 160,000 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 TEMPORARY FENCE (TYPE CL-6, EXTENSION LF 50.0000 43,500.00 450.000 22,500 ARMS) 175 TEMPORARY 4' CHAINLINK GATE EA 1,000.0000 1,000.00 0.000 0 (TYPE CL-6, EXTENSION ARMS) 176 TEMPORARY 20' CHAINLINK GATE EA 4,000.0000 4,000.00 0.000 0 (TYPE CL-6, EXTENSION ARMS) PROGRAM CAS145 PAGE 8 DATE 01/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:30 AM ESTIMATE NO. 037 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 161,693.66 43,801,194.11 ADJUSTMENT OF COMPENSATION 73,854.85 981,072.82 EXTRA WORK 167,062.08 2,476,898.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 402,610.59 47,259,165.13 177 MOBILIZATION LS 5,300,000.0000 5,300,000.00 1.000 5,300,000 ORIGINAL CONTRACT AMOUNT 53,590,555.50 TOTAL WORK COMPLETED 402,610.59 52,559,165.13 MATERIALS ON HAND ON SITE -24,018.00 12,844.00 DEDUCTIONS -10,000.00 -22,000.00 TOTAL 368,592.59 52,550,009.13 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/02/19 325 01/29/20 01/29/20 02/03/23 313 428 0 0 93% 96% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/29/20. KRAFT, DAN RESIDENT ENGINEER