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 06/11/20 EST. NO. 026 TIME 11:59 AM R.E. NAME: JOHNSON, JEFF 03-0H26U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 068 0002 18,612.04 A.C. @ L.S.(+) 092519 N 0002 0 18,612.04 TOTAL THIS ESTIMATE 1,827,589.78 TOTAL PREVIOUS ESTIMATE 1,846,201.82 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 06/11/20 EST. NO. 026 TIME 11:59 AM R.E. NAME: JOHNSON, JEFF 03-0H26U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PILE ABNORMALITIES -10,000.00 006 OUT-OF-STATE INSPECT -11,000.00 018 MISSING 2019 CEM4401 -10,000.00 021 RELEASE CEM4401 10,000.00 025 0.00 -21,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 021 RELEASE CEM 2402 10,000.00 025 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -9,000.00 006 RTN DEDUCT 8/18 9,000.00 008 PER LTR DATED 10/18 -10,000.00 009 RTN DEDUCT 10/18 10,000.00 010 DVBE VIOLATION LTR -102,650.00 017 PARTIAL RTN DEDUCT 87,570.00 020 0.00 -15,080.00 TOTAL DEDUCTIONS 0.00 -36,080.00 PROGRAM CAS145 PAGE 1 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 LOCATION SEMI-FINAL ESTIMATE 03-PLA-65-5.0/6.6 ------------------- FLATIRON WEST INC IN AND NEAR ROSEVILLE AND ROCKLIN, 2100 GOODYEAR RD FROM ROUTE 80 TO GALLERIA BENICIA CA 94510 BOULEVARD/STANDFORD RANCH ROAD. FED. AID NO. ACNH-P065(108)E PROVIDE AN AUXILIARY LANE FOR WB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD (LS) LS 2,728,000.0000 2,728,000.00 1.000 2,728,000 003 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 004 CONSTRUCTION AREA SIGNS LS 7,900.0000 7,900.00 1.000 7,900 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000 006 TYPE III BARRICADE EA 50.0000 200.00 11.000 550 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 19,980.00 51,486.000 30,891 008 TRAFFIC PLASTIC DRUM EA 50.0000 2,050.00 114.000 5,700 009 TEMPORARY PAVEMENT MARKER EA 3.0000 4,440.00 2,139.000 6,417 010 TEMPORARY SIGNAL SYSTEM LS 133,700.0000 133,700.00 1.000 133,700 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 012 TEMPORARY RAILING (TYPE K) LF 18.0000 439,200.00 24,760.000 445,680 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 40,000.00 16.000 64,000 014 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 23,000.00 12.000 6,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 30,000.00 7.000 2,625 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 TEMPORARY EROSION CONTROL BLANKET SQYD 2.8000 1,400.00 1,045.000 2,926 020 MOVE-IN/MOVE-OUT EA 250.0000 3,000.00 5.000 1,250 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 12,265.00 29,117.000 16,014 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 3.5000 71,400.00 6,064.000 21,224 PROGRAM CAS145 PAGE 2 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 3.3500 3,048.50 141.000 472 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,600.00 29.000 5,800 025 TEMPORARY FIBER ROLL LF 2.2000 17,028.00 8,894.000 19,566 026 TEMPORARY REINFORCED SILT FENCE LF 6.1500 26,629.50 1,312.000 8,068 027 TEMPORARY SILT FENCE LF 1.9500 26,715.00 1,815.000 3,539 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 56,000.00 3.000 10,500 029 TEMPORARY CONSTRUCTION ROADWAY (CY) CY 200.0000 72,000.00 420.000 84,000 030 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 031 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 032 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 70,000.00 92.000 46,000 033 TREATED WOOD WASTE LB 0.2000 2,280.00 15,200.000 3,040 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 80,000.0000 80,000.00 1.000 80,000 035 NATURAL RESOURCE PROTECTION PLAN LS 2,500.0000 2,500.00 1.000 2,500 036 TEMPORARY HIGH-VISIBILITY FENCE LF 1.9800 13,285.80 9,032.000 17,883 037 ROADWAY EXCAVATION CY 35.0000 1,036,000.00 30,849.000 1,079,715 038 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 51,150.00 1,023.000 51,150 (F) 039 STRUCTURE EXCAVATION (TYPE D) CY 250.0000 6,250.00 25.000 6,250 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 20,150.00 403.000 20,150 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 49,200.00 820.000 49,200 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 36,900.00 738.000 36,900 (F) 043 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 2,850.00 57.000 2,850 (F) WALL) 044 ROADSIDE CLEARING LS 50,000.0000 50,000.00 1.000 50,000 045 8 STATION IRRIGATION CONTROLLER EA 11,850.0000 23,700.00 2.000 23,700 046 IRRIGATION CONTROLLER ENCLOSURE EA 2,750.0000 5,500.00 2.000 5,500 CABINET 047 8" CORRUGATED HIGH DENSITY LF 98.0000 21,560.00 157.000 15,386 POLYETHYLENE PIPE CONDUIT 048 8" WELDED STEEL PIPE CONDUIT LF 120.0000 4,800.00 40.000 4,800 049 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 2,250.00 5.000 1,250 PROGRAM CAS145 PAGE 3 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRY SEED (SQFT) SQFT 0.1600 12,928.00 56,911.000 9,105 051 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4500 36,360.00 56,911.000 25,609 052 HYDROMULCH SQFT 0.0300 26,790.00 875,734.000 26,272 053 FIBER ROLLS LF 2.2000 80,300.00 20,373.000 44,820 054 STRAW SQFT 0.0300 26,790.00 875,734.000 26,272 055 HYDROSEED SQFT 0.0300 26,790.00 875,734.000 26,272 056 COMPOST (SQFT) SQFT 0.2400 229,200.00 0.000 0 057 INCORPORATE MATERIALS SQFT 0.0400 25,920.00 0.000 0 058 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 059 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 882,000.00 14,841.000 890,460 060 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000 061 PREPAVING GRINDING DAY EA 12,000.0000 36,000.00 3.000 36,000 062 HOT MIX ASPHALT (TYPE A) TON 87.0000 1,244,100.00 16,050.100 1,396,358 063 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 1,342,000.00 11,308.310 1,243,914 064 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 87.0000 401,070.00 3,984.650 346,664 (OPEN GRADED FRICTION COURSE) 065 DATA CORE LS 2,000.0000 2,000.00 1.000 2,000 066 PLACE HOT MIX ASPHALT SQYD 100.0000 340.00 3.450 345 (MISCELLANEOUS AREA) 067 TACK COAT TON 1.0000 140.00 54.930 54 068 REMOVE ASPHALT CONCRETE DITCH SQYD 10.0000 5,400.00 906.000 9,060 069 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 215,100.00 38,053.000 171,238 070 GRIND EXISTING BRIDGE DECK SQYD 190.9800 9,358.02 49.000 9,358 071 FURNISH STEEL PILING (HP 14 X 117) LF 80.0000 60,320.00 754.000 60,320 072 DRIVE STEEL PILE (HP 14 X 117) EA 5,000.0000 70,000.00 14.000 70,000 073 132" CAST-IN-DRILLED-HOLE CONCRETE LF 3,325.0000 4,568,550.00 1,374.000 4,568,550 PILING 074 54" CAST-IN-DRILLED-HOLE CONCRETE LF 615.0000 18,450.00 30.000 18,450 PILE (SIGN FOUNDATION) 075 60" CAST-IN-DRILLED-HOLE CONCRETE LF 695.0000 90,350.00 121.000 84,095 PILE (SIGN FOUNDATION) 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000 PROGRAM CAS145 PAGE 4 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 63,600.00 106.000 63,600 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 5,181,000.00 4,710.000 5,181,000 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 1,296,750.00 1,995.000 1,296,750 (F) (POLYMER FIBER) 080 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 293,000.00 293.000 293,000 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 60,200.00 86.000 60,200 (F) (TYPE N) 082 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 34,500.00 24.350 36,525 (F) 083 DRILL AND BOND DOWEL LF 45.0000 2,655.00 59.000 2,655 084 DRILL AND BOND DOWEL LF 45.0000 7,020.00 156.000 7,020 (CHEMICAL ADHESIVE)(LF) 085 PTFE SPHERICAL BEARING EA 6,000.0000 96,000.00 16.000 96,000 086 JOINT SEAL ASSEMBLY (MR 3") LF 600.0000 15,000.00 25.000 15,000 087 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 450.0000 17,100.00 38.000 17,100 088 JOINT SEAL ASSEMBLY (MR 5") LF 1,000.0000 29,000.00 29.000 29,000 089 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 1,000.0000 32,000.00 32.000 32,000 090 JOINT SEAL ASSEMBLY (MR 7") LF 1,100.0000 40,700.00 37.000 40,700 091 JOINT SEAL ASSEMBLY (MR 7 1/2") LF 1,200.0000 38,400.00 32.000 38,400 092 BAR REINFORCING STEEL (BRIDGE) LB 0.8400 2,978,860.92 3,546,263.000 2,978,860 (F) 093 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9700 54,337.46 56,018.000 54,337 (F) 094 HEADED BAR REINFORCEMENT EA 10.0000 5,040.00 504.000 5,040 (F) 095 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 384,960.00 120,300.000 384,960 (F) 096 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2300 27,669.00 120,300.000 27,669 (F) 097 RELOCATE SIGN STRUCTURE EA 14,500.0000 14,500.00 1.000 14,500 098 REFINISH BRIDGE DECK SQFT 45.0000 3,420.00 76.000 3,420 099 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000 100 BRIDGE JOINT RESTRAINER LB 10.0000 212,480.00 21,248.000 212,480 (F) 101 18" ALTERNATIVE PIPE CULVERT LF 100.0000 71,000.00 733.700 73,370 102 24" ALTERNATIVE PIPE CULVERT LF 400.0000 30,000.00 88.800 35,520 103 30" ALTERNATIVE PIPE CULVERT LF 180.0000 7,740.00 43.600 7,848 PROGRAM CAS145 PAGE 5 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" ALTERNATIVE PIPE CULVERT LF 200.0000 30,000.00 144.000 28,800 105 CONCRETE BACKFILL (PIPE TRENCH) CY 184.3309 1,013.82 5.500 1,013 (F) 106 48" TEMPORARY CULVERT LF 130.0000 39,000.00 340.000 44,200 107 18" REINFORCED CONCRETE PIPE LF 380.0000 3,800.00 0.000 0 108 24" REINFORCED CONCRETE PIPE LF 225.0000 72,000.00 0.000 0 109 3" PLASTIC PIPE OUTLET LF 30.0000 6,900.00 230.000 6,900 110 DRAINAGE INLET MARKER EA 60.0000 1,200.00 20.000 1,200 111 18" CONCRETE FLARED END SECTION EA 3,500.0000 3,500.00 0.000 0 112 24" CONCRETE FLARED END SECTION EA 3,500.0000 3,500.00 0.000 0 113 18" ALTERNATIVE FLARED END SECTION EA 150.0000 450.00 2.000 300 114 24" ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 2.000 600 115 30" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 116 36" ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800 117 REMOVE CULVERT (LF) LF 25.0000 5,250.00 221.100 5,527 118 REMOVE INLET EA 2,400.0000 4,800.00 3.000 7,200 119 REMOVE FLARED END SECTION (EA) EA 1,100.0000 9,900.00 9.000 9,900 120 REMOVE SLOPE PAVING (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 121 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 1,200.0000 7,080.00 14.550 17,460 (F) (CY) 122 SLOPE PAVING (CONCRETE) CY 800.0000 20,000.00 25.000 20,000 123 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 177.00 123.400 370 124 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 161,000.00 185.962 130,173 CONSTRUCTION) 125 MINOR CONCRETE (ISLAND PAVING) CY 600.0000 204,000.00 204.900 122,940 126 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 17,000.00 909.430 18,188 127 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 20.0000 9,400.00 476.410 9,528 128 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 18,200.00 1,230.480 24,609 129 PRE/POST CONSTRUCTION SURVEYS EA 11,200.0000 89,600.00 8.000 89,600 130 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,194.00 2,858.000 5,716 (F) PROGRAM CAS145 PAGE 6 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ISOLATION CASING LB 5.0000 161,330.00 32,266.000 161,330 (F) 132 MISCELLANEOUS METAL (BRIDGE) LB 20.0000 76,500.00 3,825.000 76,500 (F) 133 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 61,140.00 6,114.000 61,140 (F) 134 OBLITERATE SURFACING SQYD 5.0000 650.00 129.000 645 135 TEXTURED AND COLORED HOT MIX ASPHALT SQYD 40.0000 55,200.00 1,350.000 54,000 136 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 35,280.00 855.000 17,955 137 TEMPORARY CHAIN LINK FENCE LF 39.0000 7,800.00 0.000 0 138 CHAIN LINK FENCE (TYPE CL-6) LF 74.0000 7,252.00 105.000 7,770 139 REMOVE CHAIN LINK FENCE LF 14.0000 1,960.00 222.000 3,108 140 DELINEATOR (CLASS 1) EA 30.0000 2,280.00 76.000 2,280 141 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,870.00 1,529.000 4,587 142 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,530.00 1,627.000 4,881 143 MILEPOST MARKER EA 35.0000 35.00 1.000 35 144 MARKER (CULVERT) EA 35.0000 210.00 5.000 175 145 OBJECT MARKER (TYPE R) EA 100.0000 100.00 1.000 100 146 OBJECT MARKER (TYPE K-1) EA 35.0000 70.00 2.000 70 147 OBJECT MARKER (TYPE L-1) EA 35.0000 35.00 1.000 35 148 REMOVE ROADSIDE SIGN EA 85.0000 3,825.00 45.000 3,825 149 REMOVE ROADSIDE SIGN PANEL EA 50.0000 200.00 4.000 200 150 RELOCATE ROADSIDE SIGN EA 185.0000 2,035.00 13.000 2,405 151 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.9500 47,556.50 2,265.010 47,451 FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.3000 1,743.00 209.000 1,734 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 1,955.00 230.000 1,955 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.9000 2,492.00 273.250 2,431 (0.080"-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 2,250.00 244.000 2,196 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 374.00 22.000 374 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 630.00 36.000 630 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,170.00 65.000 1,170 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 159 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.9000 13,916.00 2,839.730 13,914 160 ROADSIDE SIGN (BARRIER MOUNTED) EA 2,700.0000 5,400.00 2.000 5,400 161 ROADSIDE SIGN (BRIDGE RAIL MOUNTED) LB 16.5000 4,125.00 0.000 0 162 ROADSIDE SIGN - ONE POST EA 235.0000 8,930.00 40.000 9,400 163 ROADSIDE SIGN - TWO POST EA 575.0000 2,300.00 4.000 2,300 164 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,500.00 16.000 1,600 METHOD) 165 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 9,120.00 1,137.000 9,096 166 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,700.00 17.000 1,700 EXISTING POST 167 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 5,940.00 200.000 6,600 168 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 32.0000 17,600.00 450.000 14,400 169 VEGETATION CONTROL (MINOR CONCRETE) SQYD 58.0000 18,560.00 294.580 17,085 170 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 145.6300 34,514.31 237.000 34,514 (F) 171 CONCRETE BARRIER (TYPE K) LF 100.0000 4,000.00 0.000 0 172 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 35.0000 114,800.00 3,272.500 114,537 173 TRANSITION RAILING (TYPE DTB) EA 5,750.0000 5,750.00 1.000 5,750 174 TRANSITION RAILING (TYPE WB-31) EA 5,650.0000 5,650.00 2.000 11,300 175 END CAP (TYPE TC) EA 500.0000 1,000.00 2.000 1,000 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 4,375.00 4.000 3,500 177 TYPE SOFT-STOP TERMINAL SYSTEM EA 3,500.0000 14,000.00 4.000 14,000 178 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 5,500.00 2.000 5,500 179 ALTERNATIVE CRASH CUSHION EA 27,500.0000 55,000.00 1.000 27,500 180 CONCRETE BARRIER (TYPE 60P) LF 400.0000 9,600.00 24.000 9,600 181 CONCRETE BARRIER (TYPE 60C) LF 100.0000 138,000.00 1,370.530 137,053 182 CONCRETE BARRIER (TYPE 736) LF 115.0000 48,875.00 425.000 48,875 (F) PROGRAM CAS145 PAGE 8 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 125.0000 273,375.00 2,187.000 273,375 (F) 184 REMOVE GUARDRAIL LF 8.0000 4,800.00 550.250 4,402 185 RECONSTRUCT THRIE BEAM BARRIER LF 30.0000 6,300.00 212.500 6,375 186 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 35.0000 18,550.00 525.000 18,375 187 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 10,920.00 2,767.000 11,068 (ENHANCED WET NIGHT VISIBILITY) 188 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 228.00 587.000 352 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,046.00 3,732.000 2,239 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 190 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 6,840.00 17,620.000 10,572 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 191 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 3.0000 13,560.00 4,526.000 13,578 (WARRANTY) 192 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 25,120.00 7,976.000 31,904 193 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 4.0000 3,040.00 760.000 3,040 (WARRANTY) 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 25,200.00 33,613.000 26,890 (ENHANCED WET NIGHT VISIBILITY) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 162.00 263.000 157 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,200.00 5,868.000 5,868 (ENHANCED WET NIGHT VISIBILITY) 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,300.00 1,418.000 1,418 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 198 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 4,782.00 1,026.530 615 199 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 9,624.00 14,769.000 8,861 200 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 39,700.00 11,785.000 58,925 (WATER BLASTING) 201 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 2,880.00 160.000 2,880 (WATER BLASTING) 202 12" RUMBLE STRIP STA 200.0000 7,200.00 97.040 19,408 (ASPHALT CONCRETE PAVEMENT) 203 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 204 ELECTRIC SERVICE FOR IRRIGATION LS 13,400.0000 13,400.00 1.000 13,400 205 RAMP METERING SYSTEM LS 274,000.0000 274,000.00 1.000 274,000 206 MODIFYING EXISTING ELECTRICAL SYSTEM LS 621,500.0000 621,500.00 1.000 621,500 PROGRAM CAS145 PAGE 9 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 207 WATER METER CHARGES LS 30,000.0000 30,000.00 0.000 0 208 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 209 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 1.000 20,000 210 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 211 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 1.000 500,000 PROGRAM CAS145 PAGE 10 DATE 06/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H26U4 TIME 11:59 AM ESTIMATE NO. 026 BID OPENING 11/14/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/02/19 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 06/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 29,966,619.02 ADJUSTMENT OF COMPENSATION 18,612.04 64,252.30 EXTRA WORK 0.00 1,781,949.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 18,612.04 31,812,820.84 212 MOBILIZATION LS 3,400,000.0000 3,400,000.00 1.000 3,400,000 ORIGINAL CONTRACT AMOUNT 34,024,339.83 TOTAL WORK COMPLETED 18,612.04 35,212,820.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -36,080.00 TOTAL 18,612.04 35,176,740.84 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/05/18 210 04/30/18 04/30/18 10/02/19 210 147 0 0 100% 100% JOHNSON, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 06/11/20