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 10/23/19 EST. NO. 034 TIME 11:17 AM R.E. NAME: DIKE, EDDIE 04-3G59U4 --------------------------------------------------------------------------- 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 0112 2,003.47 E.W. @ F.A.(+) 062619 N 0656.0 004 0011 2,325.00 E.W. @ F.A.(+) 081419 N 0689.0 009 0004 1,832.73 E.W. @ F.A.(+) 031218 N 0626.0 0008 4,652.80 090519 N 0630.0 0009 6,632.67 090619 N 0631.0 0010 14,498.26 082819 N 0678.0 0011 4,295.28 082919 N 0679.0 0012 432.81 091619 N 0680.0 0013 865.63 092019 N 0681.0 0014 2,579.39 091919 N 0682.0 035 0062 7,838.87 E.W. @ F.A.(+) 082219 N 0646.0 0063 15,763.52 081219 N 0647.0 0064 441.59 081219 N 0691.0 0065 15,510.61 080819 N 0632.0 0066 9,072.89 080919 N 0633.0 0067 7,022.93 081319 N 0634.0 0068 4,752.96 081519 N 0635.0 0069 12,089.71 081619 N 0636.0 0070 4,804.31 081919 N 0637.0 0071 4,785.83 082019 N 0638.0 0072 8,833.65 081419 N 0645.0 037 0029 1,348.74 E.W. @ F.A.(+) 071919 N 0624.0 050 0019 1,369.74 E.W. @ F.A.(+) 090319 N 0657.0 0020 1,053.47 090419 N 0658.0 0022 3,859.98 090619 N 0660.0 0023 1,862.51 090919 N 0661.0 0024 6,406.92 091019 N 0662.0 0025 647.91 091119 N 0663.0 0026 1,181.83 091219 N 0664.0 0027 5,820.07 091319 N 0665.0 0028 9,677.57 091619 N 0666.0 0029 2,235.06 091619 N 0667.0 0030 948.17 091619 N 0668.0 0031 1,381.85 091719 N 0669.0 0032 1,703.49 091719 N 0670.0 0033 4,108.32 091819 N 0671.0 0034 3,690.45 091919 N 0672.0 0035 597.74 091919 N 0673.0 0036 8,880.86 092019 N 0674.0 0037 4,946.41 092019 N 0675.0 0038 2,635.39 092319 N 0676.0 0039 1,354.62 092319 N 0677.0 0040 22,799.20 080919 N 0639.0 0041 14,951.88 081919 N 0640.0 0042 1,388.23 082819 N 0641.0 235,885.32 TOTAL THIS ESTIMATE 9,557,827.91 TOTAL PREVIOUS ESTIMATE 9,793,713.23 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 10/23/19 EST. NO. 034 TIME 11:17 AM R.E. NAME: DIKE, EDDIE 04-3G59U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE CLOSURESL#223 -51,900.00 015 LATE LANE CLSOURE -8,100.00 028 0.00 -60,000.00 LIQUIDATED DAMAGES LANE CLOSURE -50,000.00 026 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -110,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-580-0.0/8.0 ----------------------- BAY CITIES PAVING & GRADING, IN ALAMEDA AND SAN JOAQUIN INC. COUNTIES, ON I-580 AND I-205, FROM PO BOX 6227 PATTERSON PASS ROAD TO STROBRIDGE CONCORD CA 945246227 AVENUE. FED. AID NO. ACIM-000C(438)E RESURFACE AND RESTORE PAVEMENT ON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,940.0000 2,940.00 1.000 2,940 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,155.0000 6,155.00 0.050 307.75 1.000 6,155 003 TIME-RELATED OVERHEAD (LS) LS 1,451,000.0000 1,451,000.00 0.050 72,550.00 1.000 1,451,000 004 CONSTRUCTION AREA SIGNS LS 30,975.0000 30,975.00 0.200 6,195.00 0.950 29,426 005 TRAFFIC CONTROL SYSTEM LS 1,760,000.0000 1,760,000.00 0.050 88,000.00 1.000 1,760,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1900 153,140.00 1,951,759.000 370,834 007 CHANNELIZER (SURFACE MOUNTED) EA 36.7500 23,520.00 128.000 4,704 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,288.0000 36,288.00 0.050 1,814.40 1.000 36,288 009 TEMPORARY RAILING (TYPE K) LF 4.7500 893,000.00 193,860.000 920,835 010 TEMPORARY CRASH CUSHION MODULE EA 183.7500 172,725.00 882.000 162,067 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,725.0000 18,900.00 7.000 33,075 012 JOB SITE MANAGEMENT LS 29,556.0000 29,556.00 0.050 1,477.80 1.000 29,556 013 PREPARE STORM WATER POLLUTION PREVENTION LS 22,942.5000 22,942.50 1.000 22,942 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 50,500.00 37.000 18,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 131.2500 9,712.50 18.000 2,362 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 017 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 30,800.00 28,173.000 30,990 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 99.7500 10,972.50 191.000 19,052 019 TEMPORARY FIBER ROLL LF 2.7300 144,690.00 15,864.000 43,308 020 TEMPORARY REINFORCED SILT FENCE LF 6.0900 141,897.00 25,550.000 155,599 021 TEMPORARY SILT FENCE LF 2.9900 11,960.00 2,357.000 7,047 022 TEMPORARY CONSTRUCTION ENTRANCE EA 1,935.0000 15,480.00 8.000 15,480 PROGRAM CAS145 PAGE 2 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 12,180.0000 12,180.00 1.000 12,180 024 TEMPORARY CONCRETE WASHOUT LS 12,810.0000 12,810.00 0.050 640.50 1.000 12,810 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5300 48,707.00 97,781.000 51,823 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.1100 42,680.00 404,960.000 44,545 027 ABANDON CULVERT (EA) EA 1,535.0000 4,605.00 3.000 4,605 028 RAPID SETTING CONCRETE (PATCH) CF 31.5000 5,355.00 78.000 2,457 029 REMOVE FENCE (TYPE BW) LF 5.2500 1,785.00 340.000 1,785 030 REMOVE GUARDRAIL LF 8.1400 246,642.00 50.000 407.00 31,235.950 254,260 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 55,360.00 185,142.000 59,245 032 REMOVE PAVEMENT MARKER EA 0.7400 71,336.00 193,439.000 143,144 033 REMOVE ROADSIDE SIGN EA 105.0000 1,470.00 14.000 1,470 034 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.6000 100,800.00 188,637.000 113,182 035 REMOVE ASPHALT CONCRETE DIKE LF 0.6400 39,808.00 1,080.000 691.20 71,121.000 45,517 036 ABANDON EDGE DRAIN CLEANOUT AND VENT EA 350.0000 16,450.00 49.000 17,150 037 REMOVE EDGE DRAIN LF 4.0000 143,600.00 36,915.000 147,660 038 REMOVE CULVERT (LF) LF 24.5000 6,125.00 230.000 5,635 039 REMOVE INLET EA 423.0000 3,807.00 9.000 3,807 040 REMOVE CONCRETE PAVEMENT (CY) CY 46.6500 458,103.00 11,199.270 522,445 041 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.7200 35,878.32 77,281.000 55,642 042 ADJUST INLET EA 2,556.5000 332,345.00 151.000 386,031 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 1,246,000.00 77.890 136.31 901,589.890 1,577,782 044 REMOVE CONCRETE (LF) LF 196.0000 3,136.00 16.000 3,136 045 REMOVE CONCRETE (CURB AND GUTTER) LF 12.6000 3,024.00 240.000 3,024 046 REMOVE CONCRETE BARRIER LF 12.6000 98,784.00 7,840.000 98,784 047 REMOVE UNSOUND CONCRETE CF 73.5000 12,495.00 78.000 5,733 048 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1600 8,053.60 50,335.000 8,053 049 FURNISH POLYESTER CONCRETE OVERLAY CF 90.3000 348,287.10 856.000 77,296.80 4,517.000 407,885 PROGRAM CAS145 PAGE 3 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.7300 149,180.85 8,188.000 22,353.24 54,645.000 149,180 (F) 051 REMOVE CONCRETE BARRIER (TYPE K) LF 15.6500 1,565.00 100.000 1,565 052 REMOVE CONCRETE BARRIER LF 16.7500 23,383.00 1,396.000 23,383 (TYPE 60D MODIFIED) 053 REMOVE CONCRETE CY 427.0000 1,409.10 18.300 7,814 (CURB, GUTTER, AND SIDEWALK) (CY) 054 CAP INLET EA 1,570.0000 1,570.00 1.000 1,570 055 CULVERT SLURRY-CEMENT BACKFILL CY 127.5000 465,375.00 4,769.910 608,163 056 REMOVE CRASH CUSHION EA 420.0000 420.00 1.000 420 057 CLEARING AND GRUBBING (LS) LS 10,500.0000 10,500.00 1.000 10,500 058 DEVELOP WATER SUPPLY LS 74,970.0000 74,970.00 1.000 74,970 059 ROADWAY EXCAVATION CY 35.2500 341,572.50 11,433.580 403,033 060 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 10,300.00 103.000 10,300 (F) 061 STRUCTURE BACKFILL (SLURRY CEMENT) CY 97.2500 167,853.50 1,756.000 170,771 (F) 062 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 3,400.00 17.000 3,400 (F) 063 PERVIOUS BACKFILL MATERIAL CY 51.0500 25,473.95 424.600 21,675.83 499.000 25,473 (F) 064 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 225.7500 29,573.25 131.000 29,573 (F) 065 LEAN CONCRETE BACKFILL CY 353.8500 20,169.45 57.000 20,169 (F) 066 DITCH EXCAVATION CY 45.6000 77,064.00 1,110.330 50,631 067 LIGHTWEIGHT AGGREGATE IMPORTED BORROW CY 77.1500 57,091.00 776.480 59,905 068 IMPORTED BORROW (CY) CY 0.0100 50.00 5,299.000 52 069 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.5000 9,000.00 2,120.660 9,542 CLASS B3 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 787.5000 9,450.00 6.000 4,725 071 HYDROMULCH SQFT 0.0600 5,694.00 105,660.000 6,339 072 FIBER ROLLS LF 2.2600 311,880.00 80,119.000 181,068 073 HYDROSEED SQFT 0.0900 8,541.00 166,120.000 14,950 074 CLASS 4 AGGREGATE SUBBASE CY 87.2000 15,696.00 182.010 15,871 075 CLASS 2 AGGREGATE BASE (CY) CY 67.7000 46,036.00 611.770 41,416 076 LEAN CONCRETE BASE CY 254.1000 88,935.00 306.000 77,754 PROGRAM CAS145 PAGE 4 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE RAPID SETTING CY 472.5000 2,622,375.00 4,283.260 2,023,840 078 REPLACE BASE CY 525.0000 126,000.00 187.900 98,647 079 BASE BOND BREAKER SQYD 1.4700 3,675.00 0.000 0 080 ASPHALT-RUBBER BINDER TON 813.7500 146,475.00 258.380 210,256 081 PRECOATED SCREENINGS TON 288.7500 606,375.00 1,720.440 496,777 082 HOT MIX ASPHALT (TYPE A) TON 59.8700 11,674,650.00 513.620 30,750.43 161,907.060 9,693,375 083 HOT MIX ASPHALT (LEVELING) TON 67.7500 1,382,100.00 24,925.700 1,688,716 084 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 71.8400 5,294,608.00 1,471.000 105,676.64 74,366.900 5,342,518 085 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 80.5500 2,327,895.00 683.000 55,015.65 30,019.020 2,418,032 HIGH BINDER(OPEN GRADED FRICTION COURSE) 086 ASPHALT BINDER TON 1.0500 346.50 219.870 230 (GEOSYNTHETIC PAVEMENT INTERLAYER) 087 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5600 472,680.00 8,209.000 12,806.04 313,888.200 489,665 (PAVING MAT) 088 SHOULDER RUMBLE STRIP STA 35.2700 29,450.45 835.000 29,450 (HMA,GROUND-IN INDENTATIONS) 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1000 5,061.00 317.000 665 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1000 104,370.00 54,960.000 115,416 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1000 33,180.00 1,863.000 3,912 092 PLACE HOT MIX ASPHALT SQYD 57.2000 12,584.00 108.580 6,210 (MISCELLANEOUS AREA) 093 TACK COAT TON 540.8900 1,065,553.30 25.000 13,522.25 642.330 347,429 094 PRECAST JOINTED CONCRETE PAVEMENT CY 736.9500 4,819,653.00 6,613.000 4,873,450 095 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 596.4000 2,803,080.00 4,861.410 2,899,344 096 CRACK AND SEAT SQYD 0.7000 194,600.00 246,584.130 172,608 097 STEEL SOLDIER PILE (W 24 X 146) LF 143.5900 104,246.34 726.000 104,246 098 36" DRILLED HOLE LF 133.3500 95,745.30 718.000 95,745 099 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,464.7500 77,631.75 53.500 78,364 PILE (SIGN FOUNDATION) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 2,178.7500 89,328.75 41.000 89,328 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 735.0000 646,065.00 879.000 646,065 (F) 102 AGGREGATE BASE (APPROACH SLAB) CY 918.7500 77,175.00 96.000 88,200 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 945.0000 789,075.00 1,006.000 950,670 (TYPE R) PROGRAM CAS145 PAGE 5 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE CY 143.7500 200,531.25 1,386.670 199,333 (F) 105 MINOR CONCRETE (MINOR STRUCTURE) CY 1,720.0000 256,280.00 192.000 330,240 (F) 106 PAVING NOTCH EXTENSION CF 606.9000 219,090.90 537.000 325,905 107 FRACTURED RIB TEXTURE SQFT 26.2500 26,906.25 1,025.000 26,906 (F) 108 CLEAN EXPANSION JOINT LF 73.5000 54,169.50 737.000 54,169.50 737.000 54,169 109 JOINT SEAL (MR 1/2") LF 73.5000 77,395.50 1,053.000 77,395.50 1,053.000 77,395 110 JOINT SEAL (MR 1") LF 84.0000 24,108.00 168.000 14,112.00 168.000 14,112 111 BAR REINFORCING STEEL (RETAINING WALL) LB 4.2000 37,669.80 8,969.000 37,669 (F) 112 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8300 114,804.25 29,975.000 114,804 (F) 113 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4700 14,088.25 29,975.000 14,088 (F) 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0900 12,078.70 430.000 12,078 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.3500 4,581.50 12.700 118.75 388.700 3,634 (0.063"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.4000 2,080.00 96.000 998.40 226.000 2,350 (0.080"-UNFRAMED) 117 ROADSIDE SIGN - ONE POST EA 210.0000 6,930.00 23.000 4,830 118 ROADSIDE SIGN - TWO POST EA 420.0000 840.00 2.000 840 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 1,680.00 4.000 420.00 29.000 3,045 METHOD) 120 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 210.0000 1,260.00 2.000 420.00 8.000 1,680 121 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0400 6,764.80 108.000 652.32 1,128.700 6,817 122 TIMBER LAGGING MFBM 1,984.5000 15,876.00 8.000 15,876 (F) 123 CLEAN AND PAINT STEEL SOLDIER PILING LS 36,750.0000 36,750.00 1.000 36,750 124 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 97.7400 4,887.00 50.000 4,887 125 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 59.3000 470,249.00 7,584.000 449,731 126 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 206.0000 70,040.00 1,360.000 280,160 127 CONCRETE BACKFILL (PIPE TRENCH) (RAPID CY 406.9500 41,915.85 103.000 41,915 (F) STRENGTH CONCRETE) 128 12" CORRUGATED STEEL PIPE (.064" THICK) LF 116.6000 11,193.60 200.000 23,320 129 18" CORRUGATED STEEL PIPE (.064" THICK) LF 70.3500 15,477.00 320.000 22,512 130 18" SLOTTED CORRUGATED STEEL PIPE LF 71.5000 32,890.00 460.000 32,890 (.079" THICK) PROGRAM CAS145 PAGE 6 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 GEOCOMPOSITE DRAIN SQFT 5.0000 795.00 159.000 795 132 12" ENTRANCE TAPER EA 852.2500 852.25 1.000 852 133 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 554.0000 5,540.00 1.500 831.00 11.500 6,371 (F) (CY) 134 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.2000 440.80 41.800 635.36 70.800 1,076 135 MINOR CONCRETE (GUTTER) (LF) LF 52.1300 7,350.33 141.000 7,350 136 DETECTABLE WARNING SURFACE SQFT 84.0000 1,008.00 12.000 1,008 137 MINOR CONCRETE (CURB AND GUTTER) CY 834.7500 11,686.50 14.000 11,686 138 MINOR CONCRETE (CURB RAMP) CY 1,176.0000 3,880.80 3.300 3,880 139 PRE/POST CONSTRUCTION SURVEYS EA 5,775.0000 5,775.00 1.000 5,775 140 MISCELLANEOUS IRON AND STEEL LB 1.1000 80,326.40 89,760.000 98,736 (F) 141 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 11.0800 3,767.20 340.000 3,767 142 CONCRETE BARRIER MARKER EA 26.2500 4,725.00 197.000 5,171 143 DELINEATOR (CLASS 1) EA 42.0000 8,820.00 87.000 3,654.00 246.000 10,332 144 GUARD RAILING DELINEATOR EA 42.0000 12,600.00 37.000 1,554.00 103.000 4,326 145 OBJECT MARKER (TYPE P) EA 73.5000 3,969.00 9.000 661 146 OBJECT MARKER (TYPE L-1) EA 52.5000 2,467.50 8.000 420.00 19.000 997 147 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.1500 746,235.00 475.000 11,471.25 18,512.000 447,064 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.1000 742,140.00 671.930 43,742.64 13,847.930 901,500 149 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 28.3500 103,761.00 4,291.000 121,649 150 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 37.8000 18,144.00 163.000 6,161 151 CABLE RAILING LF 34.0500 4,801.05 141.000 4,801 (F) 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 TRANSITION RAILING (TYPE WB-31) EA 4,095.0000 114,660.00 1.000 4,095.00 24.000 98,280 154 END ANCHOR ASSEMBLY (TYPE SFT) EA 840.0000 19,320.00 1.000 840.00 24.000 20,160 155 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,835.0000 56,700.00 1.000 2,835.00 16.000 45,360 156 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,625.0000 65,625.00 1.000 2,625.00 21.000 55,125 157 CRASH CUSHION, SAND FILLED EA 5,880.0000 5,880.00 1.000 5,880 PROGRAM CAS145 PAGE 7 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60) LF 89.2500 46,410.00 520.000 46,410 159 CONCRETE BARRIER (TYPE 60A) LF 89.2500 12,048.75 0.000 0 (F) 160 CONCRETE BARRIER (TYPE 60C) LF 72.9800 1,890,182.00 43,406.000 3,167,769 161 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 54.6000 83,920.20 1,537.000 83,920 162 CONCRETE BARRIER (TYPE 60R) LF 286.6500 24,078.60 84.000 24,078 163 CONCRETE BARRIER (ANCHOR BLOCK) LF 488.2500 58,590.00 120.000 58,590 164 CONCRETE BARRIER (TRANSITION) LF 1,648.5000 135,177.00 17.000 28,024.50 92.000 151,662 165 4" TRAFFIC CONTRAST STRIPE BLACK PAINT LF 0.4200 8,064.00 19,200.000 8,064 166 4" TRAFFIC CONTRAST STRIPE BLACK PAINT LF 0.3200 7,264.00 22,700.000 7,264 (BROKEN 18-12) 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 90,710.00 203,108.000 95,460 (ENHANCED WET NIGHT VISIBILITY) 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 357.20 934.000 438 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 1,050.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 170 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 10,545.00 14,493.000 13,768 (ENHANCED WET NIGHT VISIBILITY) 171 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 5.2500 25,252.50 3,800.000 19,950 MARKING (ENHANCED WET NIGHT VISIBILITY) 172 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 86,640.00 228,000.000 86,640 (BROKEN 34-14) (ENHANCED WET NIGHT VISIBILITY) 173 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2600 78,372.00 41,430.000 52,201 174 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 59,640.00 39,239.000 82,401 175 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 176 FLASHING BEACON SYSTEM LS 235,005.7500 235,005.75 0.050 11,750.29 1.000 235,005 177 RAMP METERING SYSTEM LS 1,306,557.0000 1,306,557.00 0.017 22,211.47 1.000 1,306,557 178 LIGHTING SYSTEM LS 475,043.1000 475,043.10 1.000 475,043 179 MODIFYING EXISTING ELECTRICAL SYSTEM LS 67,297.6500 67,297.65 0.150 10,094.65 0.997 67,095 180 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 181 TEMPORARY PAVEMENT MARKER EA 2.6300 27,352.00 45,132.000 118,697 182 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 36.7500 3,454.50 62.500 2,296 (WOOD POST) 183 TRANSITION RAILING (TYPE STB) EA 4,200.0000 4,200.00 1.000 4,200 PROGRAM CAS145 PAGE 8 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 60F) LF 281.4000 45,024.00 158.000 44,461 PROGRAM CAS145 PAGE 9 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G59U4 TIME 11:17 AM ESTIMATE NO. 034 BID OPENING 09/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 804,387.47 54,242,365.89 ADJUSTMENT OF COMPENSATION 0.00 5,057,286.30 EXTRA WORK 235,885.32 4,736,426.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,040,272.79 64,036,079.12 185 MOBILIZATION LS 3,550,000.0000 3,550,000.00 1.000 3,550,000 ORIGINAL CONTRACT AMOUNT 58,066,953.44 TOTAL WORK COMPLETED 1,040,272.79 67,586,079.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -110,000.00 TOTAL 1,040,272.79 67,476,079.12 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 11/28/16 350 01/23/17 01/23/17 10/20/19 350 330 0 0 98% 100% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/19