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 06/22/20 EST. NO. 014 TIME 05:28 PM R.E. NAME: JENNIFER WILSON 05-1C85U4 --------------------------------------------------------------------------- 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 0045 444.45 E.W. @ F.A.(+) 040220 N 0349.0 0046 2,490.55 040220 N 0350.0 009 0053 10,012.61 E.W. @ F.A.(+) 021920 N 0290.0 0054 26,799.64 030320 N 0291.0 0055 28,139.60 030220 N 0292.0 0056 2,909.50 030320 N 0320.0 0057 2,297.63 030220 N 0321.0 0058 2,297.63 030120 N 0322.0 0059 1,949.37 022720 N 0323.0 0060 3,429.25 022620 N 0324.0 0061 3,231.25 022520 N 0325.0 0062 1,982.59 022320 N 0326.0 0063 3,760.19 022420 N 0327.0 0065 4,235.84 032920 N 299.10 0066 1,109.50 042320 N 0337.0 0067 2,909.50 021320 N 0338.0 0068 1,058.20 021220 N 0339.0 0069 2,431.12 021120 N 0340.0 0070 1,173.68 021020 N 0341.0 0071 3,454.00 020920 N 0342.0 0072 2,500.95 021820 N 0343.0 0073 1,982.59 022320 N 0331.0 010 0017 46,546.08 E.W. @ F.A.(+) 092619 N 0050.1 0032 2,256.87 022320 N 0258.0 0034 621.20 012720 N 0260.0 0035 279.70 012820 N 0261.0 0036 10,152.17 013020 N 0262.0 0037 1,677.10 020320 N 0263.0 0038 530.98 020420 N 0264.0 0039 1,286.58 021820 N 0265.0 0040 1,287.69 021820 N 0265.1 0041 1,115.94 022020 N 0266.0 0042 870.69 020720 N 0282.0 0043 3,255.17 012920 N 0283.0 0044 252.84 012920 N 0283.1 0045 2,233.90 020520 N 0288.0 0046 7,857.24 020920 N 0300.0 0047 6,266.81 020920 N 0301.0 0048 372.73 040720 N 0302.0 0049 272.81 040920 N 0303.0 0050 591.01 041920 N 0304.0 0051 1,477.51 042020 N 0305.0 0052 1,878.17 042120 N 0306.0 0053 2,219.28 030120 N 0307.0 0054 4,306.50 030120 N 0308.0 0055 696.41 042220 N 0344.0 0056 634.14 042320 N 0345.0 0057 2,485.02 032720 N 0346.0 0058 18,498.45 030920 N 0347.0 0059 2,389.17 050320 N 0348.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/22/20 EST. NO. 014 TIME 05:28 PM R.E. NAME: JENNIFER WILSON 05-1C85U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 232,911.80 TOTAL THIS ESTIMATE 1,081,401.78 TOTAL PREVIOUS ESTIMATE 1,314,313.58 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 06/22/20 EST. NO. 014 TIME 05:28 PM R.E. NAME: JENNIFER WILSON 05-1C85U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10/22/19 LATE LANE -1,628.00 006 11/07/19 LATE LANE -8,603.00 006 0.00 -10,231.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 005 RECD PAYROLLS 1,000.00 008 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,231.00 PROGRAM CAS145 PAGE 1 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 LOCATION PROGRESS ESTIMATE 05-SCR-1-10.2/17.5 ----------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR SANTA CRUZ FROM NORTH 580 WEST BEACH STREET APTOS UP TO JCT ROUTE 9 WATSONVILLE CA 95076 FED. AID NO. B1NH-P001(649)E PAVEMENT REHABILITATION, ADA CURB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 0.025 625.00 0.920 23,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 360,000.00 30.000 45,000.00 144.000 216,000 004 CONSTRUCTION AREA SIGNS LS 39,696.9700 39,696.97 0.038 1,508.48 0.780 30,963 005 TRAFFIC CONTROL SYSTEM LS 1,785,000.0000 1,785,000.00 0.016 28,560.00 0.755 1,347,675 006 TYPE III BARRICADE EA 60.6100 3,030.50 72.000 4,363 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.3000 82,560.00 25,263.000 108,630 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.6000 2,064.00 66.667 573 009 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 60,095.00 1,067.000 37,718 010 PLASTIC TRAFFIC DRUMS EA 55.5600 5,000.40 72.000 4,000 011 TEMPORARY PAVEMENT MARKER EA 5.3700 2,309.10 544.000 2,921 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,804.7800 11,804.78 0.075 885.36 0.950 11,214 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,861.7300 32,861.73 0.125 4,107.72 0.600 19,717 014 TEMPORARY RAILING (TYPE K) LF 17.0000 428,400.00 22,160.000 376,720 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,750.0000 150,000.00 26.000 97,500 SYSTEM 016 JOB SITE MANAGEMENT LS 14,598.5700 14,598.57 0.125 1,824.82 0.600 8,759 017 PREPARE WATER POLLUTION CONTROL PROGRAM LS 690.0000 690.00 0.750 517 018 TEMPORARY DRAINAGE INLET PROTECTION EA 175.2700 33,301.30 15.000 2,629.05 63.000 11,042 019 TEMPORARY CONCRETE WASHOUT LS 12,477.9000 12,477.90 0.125 1,559.74 0.600 7,486 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2200 10,304.00 4,477.000 14,415 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.0900 17,640.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 222,889.0700 222,889.07 0.016 3,566.23 0.755 168,281 PROGRAM CAS145 PAGE 2 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 270.3200 43,251.20 133.111 35,982 024 SHOULDER BACKING TON 46.6900 260,063.30 0.000 0 025 STRUCTURE EXCAVATION (BRIDGE) CY 928.9000 16,720.20 18.000 16,720 (F) 026 CLASS 2 AGGREGATE SUBBASE CY 287.2800 4,309.20 14.815 4,256 027 PREPAVING INERTIAL PROFILER LS 12,000.0000 12,000.00 0.250 3,000.00 0.500 6,000 028 PREPAVING GRINDING DAY EA 12,728.6500 254,573.00 4.000 50,914.60 8.000 101,829 029 HOT MIX ASPHALT (TYPE A) (REPAIR FAILED TON 133.6000 650,632.00 1,002.370 133,916.63 5,373.740 717,931 AREA) 030 HOT MIX ASPHALT (TYPE A) TON 124.5200 307,564.40 35.000 4,358.20 184.130 22,927 031 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 114.0800 6,901,840.00 25,143.470 2,868,367.06 25,143.470 2,868,367 032 DATA CORE LS 7,630.1600 7,630.16 0.250 1,907.54 0.250 1,907 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 25,250.00 0.000 0 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,475.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 13,000.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 4,462.50 0.000 0 037 PLACE HOT MIX ASPHALT SQYD 17.2900 7,088.90 131.526 2,274 (MISCELLANEOUS AREA) 038 TACK COAT TON 867.2400 147,430.80 76.000 65,910.24 80.000 69,379 039 REMOVE ASPHALT CONCRETE DIKE LF 1.6200 56,862.00 8,328.000 13,491.36 8,328.000 13,491 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9800 789,700.00 146,928.000 437,845.44 159,247.000 474,556 041 COLD PLANE AC PAVEMENT (REPAIR FAILED SQYD 10.3500 256,680.00 3,933.370 40,710.38 20,639.610 213,619 AREA) 042 RAIL ELEMENT WALL LF 84.2400 12,636.00 0.000 0 043 STRUCTURAL CONCRETE, BRIDGE CY 4,246.8300 25,480.98 6.000 25,480 (F) 044 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,125.6500 29,759.10 0.000 0 (F) 045 DRILL AND BOND DOWEL LF 20.0000 4,880.00 224.000 4,480 046 CLEAN EXPANSION JOINT LF 27.2800 16,067.92 388.000 10,584 047 JOINT SEAL (MR 1/2") LF 49.1000 18,854.40 388.000 19,050 048 JOINT SEAL (MR 1") LF 70.9200 13,616.64 0.000 0 049 BAR REINFORCING STEEL (BRIDGE) LB 5.0000 5,215.00 1,043.000 5,215 (F) PROGRAM CAS145 PAGE 3 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.9000 71,280.00 7,200.000 71,280 (F) WITH WALKWAY) 051 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.7900 20,088.00 7,200.000 20,088 (F) WITH WALKWAY) 052 PUBLIC SAFETY PLAN LS 9,273.9700 9,273.97 1.000 9,273 053 RAPID SETTING CONCRETE (PATCH) CF 39.2800 12,294.64 0.000 0 054 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.3000 80,285.40 64,422.000 83,748 055 REMOVE UNSOUND CONCRETE CF 85.1000 26,636.30 2.500 212.75 2.500 212 056 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3300 22,949.85 911.000 300.63 48,390.000 15,968 057 REFINISH BRIDGE DECK SQFT 30.9500 33,673.60 0.000 0 058 FURNISH POLYESTER CONCRETE OVERLAY CF 103.1000 61,447.60 0.000 0 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.8200 49,254.04 0.000 0 (F) 060 TREAT BRIDGE DECK SQFT 0.9800 61,076.54 656.000 642.88 48,065.000 47,103 (F) 061 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 70.9200 59,005.44 34.000 2,411.28 672.800 47,714 062 BRIDGE REMOVAL (PORTION), LOCATION A LS 4,409.3200 4,409.32 1.000 4,409 063 BRIDGE REMOVAL (PORTION), LOCATION B LS 4,409.3200 4,409.32 1.000 4,409 064 BRIDGE REMOVAL (PORTION), LOCATION C LS 13,683.7300 13,683.73 1.000 13,683 065 BRIDGE REMOVAL (PORTION), LOCATION D LS 13,683.7300 13,683.73 1.000 13,683 066 18" REINFORCED CONCRETE PIPE LF 255.0200 30,602.40 0.000 0 067 24" REINFORCED CONCRETE PIPE LF 243.9500 21,955.50 0.000 0 068 24" CONCRETE FLARED END SECTION EA 545.0000 545.00 0.000 0 069 INLET DEPRESSION EA 1,099.4200 4,397.68 0.000 0 070 REMOVE CULVERT (LF) LF 318.3600 1,910.16 0.000 0 071 REMOVE INLET EA 955.0800 1,910.16 0.000 0 072 ADJUST INLET EA 2,521.1200 70,591.36 0.000 0 073 ADJUST MANHOLE TO GRADE EA 1,391.0200 2,782.04 0.000 0 074 ROCK SLOPE PROTECTION CY 411.8800 4,118.80 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 075 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 27.2500 708.50 0.000 0 076 DETECTABLE WARNING SURFACE SQFT 45.0000 36,900.00 142.500 6,412.50 828.500 37,282 PROGRAM CAS145 PAGE 4 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (ISLAND PAVING) CY 3,648.2500 2,188.95 0.500 1,824.13 0.780 2,845 078 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,256.5600 251,312.00 29.910 37,583.71 212.243 266,696 CURB RAMP) 079 REMOVE CONCRETE CY 353.2400 74,180.40 5.000 1,766.20 251.420 88,811 (CURB, GUTTER, AND SIDEWALK) (CY) 080 PRE/POST CONSTRUCTION SURVEYS EA 1,240.0000 19,840.00 8.000 9,920 081 MISCELLANEOUS IRON AND STEEL LB 4.3600 7,294.28 0.000 0 (F) 082 STAIN GALVANIZED SURFACES (LS) LS 65,989.8500 65,989.85 1.000 65,989 083 CHAIN LINK FENCE (TYPE CL-6) LF 90.0000 2,160.00 53.000 4,770 084 REMOVE CHAIN LINK FENCE LF 67.0000 1,608.00 53.000 3,551 085 REMOVE PAVEMENT MARKER EA 1.0000 6,200.00 3,802.000 3,802.00 4,128.000 4,128 086 DELINEATOR (CLASS 1) EA 40.4000 8,888.00 0.000 0 087 GUARD RAILING DELINEATOR EA 30.3000 7,575.00 0.000 0 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.3700 32,542.20 0.000 0 089 OBJECT MARKER EA 50.5100 6,061.20 0.000 0 090 REMOVE ROADSIDE SIGN EA 75.7600 1,287.92 22.000 1,666 091 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 15.6600 7,360.20 468.670 7,339 RETROREFLECTIVE SHEETING (TYPE XI) 092 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.5100 10,204.00 400.000 10,204 FOR RETROREFLECTIVE SHEETING (TYPE XI) 093 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.7500 2,970.00 115.000 2,846 FOR RETROREFLECTIVE SHEETING (TYPE XI) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0700 1,201.90 236.250 1,670 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.8300 2,035.80 316.000 2,474 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5500 5,915.00 1,535.920 6,988 097 METAL (BARRIER MOUNTED SIGN) LB 9.0900 15,362.10 2,185.000 19,861 098 ROADSIDE SIGN - ONE POST EA 287.8800 3,166.68 13.000 3,742 099 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 101.0100 707.07 6.000 606 METHOD) 100 INSTALL SIGN PANEL ON EXISTING FRAME EA 2,030.4600 6,091.38 3.000 6,091 (OVERHEAD SIGN STRUCTURE) 101 REMOVE SIGN PANEL (ON OVERHEAD SIGN EA 507.6100 1,522.83 3.000 1,522 STRUCTURE) 102 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,313.1300 2,626.26 2.000 2,626 BOX POST TYPE L) PROGRAM CAS145 PAGE 5 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH ROADSIDE SIGN (LAMINATED WOOD EA 2,727.2800 5,454.56 2.000 5,454 BOX POST TYPE L) 104 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.9200 343,416.00 300.000 8,376 105 GUARDRAIL HEIGHT TRANSITION EA 1,015.2300 18,274.14 0.000 0 106 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 33.5000 50,250.00 0.000 0 107 REMOVE VEGETATION CONTROL MAT SQYD 15.2300 24,824.90 22.220 338 108 TUBULAR HANDRAILING LF 507.6100 5,583.71 7.700 3,908 109 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 76.1400 2,893.32 0.000 0 (STEEL POST) 110 TRANSITION RAILING (TYPE WB-31) EA 3,248.7300 64,974.60 8.000 25,989 111 END ANCHOR ASSEMBLY (TYPE SFT) EA 812.1800 30,862.84 0.000 0 112 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,045.6900 164,467.26 4.000 12,182 113 ALTERNATIVE CRASH CUSHION EA 33,807.1100 101,421.33 3.000 101,421 114 CONCRETE BARRIER (TYPE 60M) LF 108.1500 702,975.00 4,014.000 434,114 115 CONCRETE BARRIER (TYPE 60MC) LF 138.1500 838,570.50 7,549.000 1,042,894 116 CONCRETE BARRIER (TYPE 60MF) LF 703.2700 302,406.10 744.000 523,232 117 CONCRETE BARRIER (TYPE 60MP) LF 612.2200 67,344.20 154.000 94,281 118 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 139.5300 72,974.19 523.000 72,974 (F) 119 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 341.5400 255,471.92 748.000 255,471 (F) 120 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 341.5400 255,471.92 748.000 255,471 (F) 121 CONCRETE BARRIER (TYPE 60SD) LF 906.3500 262,841.50 307.000 278,249 122 CONCRETE BARRIER TRANSITION LF 776.5700 124,251.20 162.133 125,907 123 REMOVE GUARDRAIL LF 2.9400 47,922.00 1,162.500 3,417 124 SALVAGE CONCRETE BARRIER (TYPE K) LF 5.9000 1,416.00 230.000 1,357 125 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 76.1400 2,893.32 81.250 6,186 126 REMOVE CONCRETE BARRIER LF 18.4900 242,219.00 12,902.000 238,557 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 595.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 13,160.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 6 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 53,830.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 174,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3400 25,862.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0700 7,008.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 133 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 11.8200 146,568.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 134 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2400 197,160.00 107,184.000 132,908.16 116,305.000 144,218 135 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1500 26,660.00 727.000 1,563.05 727.000 1,563 136 12" RUMBLE STRIP STA 37.0400 53,708.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,551.0200 2,551.02 0.125 318.88 0.600 1,530 SYSTEM ELEMENTS DURING CONSTRUCTION 138 MODIFYING EXISTING ELECTRICAL SYSTEM LS 911,224.4900 911,224.49 0.068 61,963.27 0.515 469,280 PROGRAM CAS145 PAGE 7 DATE 06/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C85U4 TIME 05:28 PM ESTIMATE NO. 014 BID OPENING 01/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: JENNIFER WILSON DATE OF THIS ESTIMATE 06/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,962,397.29 12,096,398.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 232,911.80 1,314,313.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,195,309.09 13,410,711.63 139 MOBILIZATION LS 2,228,890.7300 2,228,890.73 0.050 111,444.54 1.000 2,228,890 ORIGINAL CONTRACT AMOUNT 22,288,907.37 TOTAL WORK COMPLETED 4,306,753.63 15,639,602.36 MATERIALS ON HAND ON SITE 250,310.00 DEDUCTIONS 0.00 -10,231.00 TOTAL 4,306,753.63 15,879,681.36 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 03/21/19 240 05/20/19 05/20/19 07/20/20 65 10 0 0 64% 27% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/20/19. JENNIFER WILSON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/20