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 01/25/22 EST. NO. 025 TIME 11:23 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/25/22 EST. NO. 025 TIME 11:23 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 0.00 -75,000.00 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 -8,000.00 -8,000.00 TOTAL DEDUCTIONS -8,000.00 -83,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 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 0.025 50.00 0.725 1,450 002 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 0.740 1,554,000 004 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 0.790 27,650 006 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.690 552,000 007 TYPE III BARRICADE EA 50.0000 14,500.00 12.000 600 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 10,640.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 91,800.00 15,414.000 9,248 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 12,600.00 50.000 2,250 011 TEMPORARY PAVEMENT MARKER EA 7.5000 22,500.00 290.000 2,175 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.850 34,000 013 TEMPORARY RAILING (TYPE K) LF 15.0000 136,800.00 3,530.000 52,950 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,400.0000 17,600.00 6.000 26,400 015 JOB SITE MANAGEMENT LS 190,000.0000 190,000.00 0.030 5,700.00 0.630 119,700 016 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 1.000 500.00 23.000 11,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 8,900.00 3.000 300.00 12.000 1,200 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 5.8500 5,382.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 700.0000 10,500.00 2.000 1,400.00 13.000 9,100 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 5,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,396.000 8,467.80 311,309.000 171,219 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.7500 5,500.00 2,516.000 6,919.00 3,038.000 8,354 025 TEMPORARY CHECK DAM LF 7.5000 10,575.00 867.000 6,502.50 4,624.000 34,680 026 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 4,515.00 1.000 105.00 27.000 2,835 027 TEMPORARY FIBER ROLL LF 2.5500 44,115.00 1,440.000 3,672.00 33,881.000 86,396 028 TEMPORARY GRAVEL BAG BERM LF 6.5000 47,905.00 865.000 5,622 029 TEMPORARY SILT FENCE LF 2.4500 51,450.00 20.000 49.00 2,626.000 6,433 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 60,000.00 15.000 60,000 031 STREET SWEEPING LS 675,000.0000 675,000.00 0.030 20,250.00 0.670 452,250 032 TEMPORARY CONCRETE WASHOUT LS 150,100.0000 150,100.00 0.710 106,571 033 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 0.772 27,020 036 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 7,252,300.00 398,643.000 6,916,456 039 ROADWAY EXCAVATION (TOPSOIL) CY 25.0000 92,500.00 1,650.000 41,250 040 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 0.000 0 (F) 045 DITCH EXCAVATION CY 31.0000 496,000.00 4,115.600 127,583 046 SOIL AMENDMENT CY 100.0000 1,100.00 0.000 0 047 PLANT (GROUP A) EA 23.5000 28,200.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 049 WOOD MULCH CY 91.0000 27,300.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 RELOCATE BOULDERS EA 480.0000 76,800.00 0.000 0 052 LOG EA 1,200.0000 19,200.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,600.00 2.000 600.00 10.000 3,000 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 29,200.00 12,448.000 4,979 055 HYDROMULCH (FRM) SQFT 0.0800 263,200.00 161,895.000 12,951.60 1,266,725.000 101,338 056 FIBER ROLLS LF 3.0000 247,800.00 55,091.750 165,275 057 COMPOST SOCK LF 5.8000 7,250.00 1,203.000 6,977 058 HYDROSEED A (HBGM) SQFT 0.1400 449,400.00 162,076.000 22,690.64 1,269,810.000 177,773 059 HYDROSEED B (HBGM) SQFT 0.1400 11,410.00 0.000 0 060 COMPOST (CY) CY 35.0000 87,500.00 726.400 25,424 061 INCORPORATE MATERIALS 4" SQFT 0.0300 8,550.00 24,337.500 730 062 INCORPORATE MATERIALS 12" SQFT 0.0300 3,870.00 31,737.500 952 063 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 65,000.000 3,510,000 066 HOT MIX ASPHALT (TYPE A) TON 124.0000 9,659,600.00 18,880.380 2,341,167 067 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.0000 1,515,100.00 0.000 0 068 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 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.1000 8,400.00 0.000 0 071 PLACE HOT MIX ASPHALT SQYD 100.0000 22,000.00 0.000 0 (MISCELLANEOUS AREA) 072 TACK COAT TON 1,200.0000 132,000.00 2.290 2,748 073 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.2000 259,840.00 2,819.000 31,572 074 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 180,900.00 0.000 0 075 REMOVE BASE AND SURFACING CY 11.2000 148,960.00 49.000 548 076 GROUND ANCHOR (SUBHORIZONTAL) EA 2,000.0000 312,000.00 156.000 312,000 PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 463,140.00 216.300 402,318 (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 1.000 40,000 085 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 3,529.150 705,830 087 30" ALTERNATIVE PIPE CULVERT LF 210.0000 252,000.00 973.100 204,351 088 36" ALTERNATIVE PIPE CULVERT LF 275.0000 715,000.00 2,314.200 636,405 089 CONCRETE BACKFILL (PIPE TRENCH) CY 410.0000 227,550.00 394.200 161,622 (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 0.000 0 101 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 18,750 107 30" ALTERNATIVE FLARED END SECTION EA 1,450.0000 21,750.00 9.000 13,050 108 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 0.000 0 111 REMOVE CULVERT (EA) EA 4,300.0000 90,300.00 8.000 34,400 112 REMOVE INLET EA 1,700.0000 3,400.00 2.000 3,400 113 REMOVE HEADWALL EA 1,700.0000 8,500.00 0.000 0 114 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 128,000.00 485.300 77,648 (60 LB, CLASS II, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 170.0000 124,100.00 500.680 85,115 (20 LB, CLASS I, METHOD B) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.2000 17,262.00 3,169.100 13,310 119 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 0.000 0 CONSTRUCTION) 121 MINOR CONCRETE (TEXTURED PAVING) CY 645.0000 109,650.00 0.000 0 122 MISCELLANEOUS IRON AND STEEL LB 3.0000 52,683.00 11,034.500 33,103 (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 0.000 0 (F) 125 OXIDIZING STAIN SQFT 2.3500 20,915.00 0.000 0 126 REPLACE MAILBOX EA 300.0000 2,100.00 0.000 0 127 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 2,883.000 144,150 PROGRAM CAS145 PAGE 6 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,885.524 188,855 132 CHAIN LINK FENCE (TYPE CL-6, LF 70.0000 115,500.00 1,220.000 85,400 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 2.000 10,000 136 24' METAL GATE EA 10,000.0000 10,000.00 1.000 10,000 137 REMOVE FENCE LF 4.5000 108,900.00 21,474.000 96,633 138 REMOVE GATE EA 600.0000 7,800.00 5.000 3,000 139 RELOCATE GATE EA 3,500.0000 24,500.00 5.000 17,500 140 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 0.000 0 143 PAVEMENT MARKER EA 9.5000 23,750.00 0.000 0 (RETROREFLECTIVE-RECESSED) 144 MILEPOST MARKER EA 51.0000 765.00 0.000 0 145 MARKER (CULVERT) EA 51.0000 2,805.00 0.000 0 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 REMOVE ROADSIDE SIGN EA 150.0000 3,600.00 0.000 0 148 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 2,320.00 0.000 0 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4000 7,224.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 688.50 0.000 0 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 2,145.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 3,060.00 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,507.50 0.000 0 (0.080" -FRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 155 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 5,110.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 157 ROADSIDE SIGN - TWO POST EA 640.0000 8,320.00 0.000 0 158 BARRICADE (PERMANENT) EA 1,100.0000 4,400.00 0.000 0 159 CABLE RAILING LF 60.0000 34,680.00 0.000 0 (F) 160 CONCRETE BARRIER (TYPE 60M) LF 185.0000 20,350.00 0.000 0 161 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 145.0000 35,380.00 0.000 0 (F) 162 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 32,205.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 3,323.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 14,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 165 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 16,000.00 0.000 0 (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 0.000 0 170 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 40,000.0000 40,000.00 0.000 0 171 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 11:23 AM ESTIMATE NO. 025 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 01/20/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 90,157.54 31,676,970.24 ADJUSTMENT OF COMPENSATION 0.00 590,423.98 EXTRA WORK 0.00 1,200,891.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,157.54 33,468,285.93 177 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 90,157.54 38,768,285.93 MATERIALS ON HAND ON SITE 3,426.00 76,115.56 DEDUCTIONS -8,000.00 -83,000.00 TOTAL 85,583.54 38,761,401.49 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 05/24/22 239 255 0 0 69% 74% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/29/20. KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22