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 07/22/19 EST. NO. 045 TIME 04:48 PM R.E. NAME: DUNCAN, RICHARD 04-264094 --------------------------------------------------------------------------- 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 0173 1,559.26 E.W. @ F.A.(+) 060519 N 2586.0 0174 1,913.27 031318 N 2587.0 0175 254.78 061019 N 2606.0 0176 445.72 061419 N 2612.0 0177 6,749.09 061219 N 2625.0 0178 3,736.43 061419 N 2626.0 0180 495.46 062919 N 2629.1 0181 1,522.78 062819 N 2631.1 0182 1,125.14 062719 N 2632.1 0183 562.57 062619 N 2633.1 0184 1,146.87 070219 N 2639.1 003 0055 300.00 E.W. @ F.A.(+) 053119 N 2593.0 005 0010-1 -108,351.56 A.C. @ U.P.(+) 093018 N 1833.0 DAO CORRECTING ENTRY 0010-2 116,937.23 093018 N 1833.0 DAO CORRECTING ENTRY 0011-1 -7,524.46 103118 N 1946.0 DAO CORRECTING ENTRY 0011-2 13,814.91 103118 N 1946.0 DAO CORRECTING ENTRY 0012 33,977.32 061119 N 2635.0 0013 52,199.50 063019 N 2636.0 018 0362 218.32 E.W. @ F.A.(+) 062019 N 2642.0 021 0016 852.50 E.W. @ F.A.(+) 061219 N 2579.0 0017 852.50 071219 N 2634.0 022 0201 729.94 E.W. @ F.A.(+) 041719 N 2503.0 034 0037 791.63 E.W. @ F.A.(+) 051419 N 2603.1 044 0170 1,996.97 E.W. @ F.A.(+) 061019 N 2605.0 0171 579.95 061419 N 2618.0 0172 2,235.36 061719 N 2623.0 0173 1,177.66 060519 N 2615.0 046 0007 7,873.67 A.C. @ U.P.(+) 061119 N 4057.0 048 0050 457.25 E.W. @ F.A.(+) 041219 N 2556.0 063 0050 1,959.78 E.W. @ F.A.(+) 101518 N 1878.0 0066 9,248.09 041418 N 2464.0 0071 689.29 060619 N 2589.0 0072 921.86 061019 N 2608.0 0073 743.82 013119 N 2405.1 073 0002 22,606.63 E.W. @ U.P (+) 061119 N 4057.1 076 0089 12,725.26 E.W. @ F.A.(+) 050619 N 2540.0 0115 544.97 051419 N 2561.0 079 0015 6,000.00 A.C. @ L.S.(+) 032019 N 4035.0 080 0017 2,534.99 E.W. @ F.A.(+) 112118 N 2365.0 081 0003 1,936.33 E.W. @ F.A.(+) 042219 N 3150.0 0005 93,240.00 A.C. @ L.S.(+) 060519 N 4050.0 083 0038 4,864.50 E.W. @ F.A.(+) 060519 N 2590.0 0039 4,707.56 061719 N 2613.0 086 0004 335.86 E.W. @ F.A.(+) 051019 N 2553.0 0007 414.00 050819 N 2549.0 0014 5,880.54 061119 N 2609.0 0015 3,154.98 061419 N 2617.0 0016 1,886.14 061819 N 2619.0 0017 3,872.79 061219 N 2628.0 089 0015 1,828.76 E.W. @ U.P (+) 050519 N 4045.0 0017 4,639.79 E.W. @ L.S.(+) 061119 N 4056.0 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 07/22/19 EST. NO. 045 TIME 04:48 PM R.E. NAME: DUNCAN, RICHARD 04-264094 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 097 0001 6,700.00 E.W. @ L.S.(+) 070719 N 4060.0 0002 83,196.75 E.W. @ U.P (+) 070719 N 4061.0 0003 16,665.00 070719 N 4062.0 0004 28,953.99 070719 N 4063.0 458,881.74 TOTAL THIS ESTIMATE 12,645,973.10 TOTAL PREVIOUS ESTIMATE 13,104,854.84 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 07/22/19 EST. NO. 045 TIME 04:48 PM R.E. NAME: DUNCAN, RICHARD 04-264094 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -20,000.00 029 LCB DEDUCTION -1,513.90 029 RETURN LATE CLOSURE 20,000.00 033 0.00 -1,513.90 TOTAL DEDUCTIONS 0.00 -1,513.90 PROGRAM CAS145 PAGE 1 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-101-26.5/27.6 ----------------------- 04-SON-101-0.0/1.9 GHILOTTI BROS / RM HARRIS JV IN MARIN AND SONOMA COUTIES, ON 525 JACOBY STREET SAN RAFAEL CA 94901 FED. AID NO. NHP-Q101(261)N ,LU21-L ( ) REALIGN HIGHWAY/CONSTRUCT BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.763 2,289 003 TIME-RELATED OVERHEAD (LS) LS 783,526.0000 783,526.00 0.996 780,391 004 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.800 13,600 005 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.996 448,200 006 TYPE III BARRICADE EA 60.0000 780.00 2.000 120.00 77.000 4,620 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 630.00 11,437.000 34,311 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 31,250.00 12,109.000 3,027.25 162,208.000 40,552 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 167.000 5,845 010 TEMPORARY PAVEMENT MARKER EA 3.0000 20,130.00 47.000 141.00 4,850.000 14,550 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 500.0000 8,000.00 2.000 1,000.00 33.000 16,500 012 TEMPORARY RAILING (TYPE K) LF 5.7500 477,825.00 4,480.000 25,760.00 75,358.000 433,308 013 TEMPORARY CRASH CUSHION MODULE EA 70.0000 18,900.00 28.000 1,960.00 259.000 18,130 014 TEMPORARY TRAFFIC SCREEN LF 1.2100 77,198.00 53,037.000 64,174 015 JOB SITE MANAGEMENT LS 59,000.0000 59,000.00 0.996 58,764 016 TEMPORARY CREEK DIVERSION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 46,500.00 45.000 22,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 2,100.00 64.000 4,800 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 4.000 8,000 021 MOVE-IN/MOVE-OUT EA 500.0000 6,500.00 17.000 8,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 50,570.00 382,229.660 496,898 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 4.5000 43,200.00 191,117.295 860,027 024 TEMPORARY CHECK DAM LF 9.0000 74,790.00 26,916.200 242,245 025 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 31,500.00 223.000 39,025 026 TEMPORARY FIBER ROLL LF 2.9000 79,460.00 -853.000 -2,473.70 79,787.000 231,382 027 TEMPORARY SILT FENCE LF 2.4000 150,720.00 16,276.000 39,062 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 64,000.00 14.000 56,000 029 TEMPORARY CONSTRUCTION ENTRANCE LS 0.0100 0.01 0.000 0 (CONSTRUCTION STAGING PADS) 030 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.996 39,840 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 75.0000 6,375.00 8.000 600 032 WATER QUALITY MONITORING REPORT EA 100.0000 400.00 4.000 400 033 TEMPORARY FENCE (TYPE ESA) LF 2.9000 46,400.00 14,208.000 41,203 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1500 33,120.00 6,485.000 7,457 STRIPE (HAZARDOUS WASTE) 036 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 0.000 0 037 TREATED WOOD WASTE LB 0.1000 23,500.00 152,750.000 15,275 038 ABANDON CULVERT (EA) EA 10,000.0000 10,000.00 1.000 10,000 039 ABANDON CULVERT (LF) LF 100.0000 7,900.00 0.000 0 040 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 041 REMOVE FENCE LF 4.0000 82,000.00 17,753.000 71,012 042 REMOVE GUARDRAIL LF 5.0000 5,350.00 1,056.400 5,282 043 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 61,500.00 12,390.000 61,950 044 REMOVE FLARED END SECTION EA 350.0000 3,850.00 11.000 3,850 045 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 35,750.00 11,774.000 2,943 046 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 3,080.00 208.000 416 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 6,210.00 21,267.000 6,380 048 REMOVE PAVEMENT MARKER EA 1.0000 2,450.00 1,281.000 1,281 049 REMOVE ROADSIDE SIGN EA 80.0000 3,680.00 1.000 80.00 36.000 2,880 PROGRAM CAS145 PAGE 3 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (LF) LF 67.0000 13,400.00 229.000 15,343 051 REMOVE PIPE (LF) LF 8.5000 60,350.00 11,308.000 96,118 052 REMOVE INLET EA 475.0000 9,975.00 22.000 10,450 053 REMOVE HEADWALL EA 875.0000 14,000.00 13.000 11,375 054 REMOVE MANHOLE EA 800.0000 800.00 1.000 800 055 REMOVE PIPE (30" STEEL NMWD) LF 7.0000 43,750.00 4,348.000 30,436 056 REMOVE CONCRETE PAVEMENT AND BASE CY 11.0000 103,510.00 20,809.182 228,901 057 REMOVE BASE AND SURFACING CY 12.0000 112,440.00 6,994.780 83,937 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 200.00 1.000 200 060 ADJUST INLET EA 1,150.0000 23,000.00 10.000 11,500 061 ADJUST MANHOLE EA 600.0000 600.00 1.000 600 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9000 60,800.00 33,747.080 64,119 063 REMOVE CONCRETE (WING WALL)(CY) CY 500.0000 2,000.00 21.600 10,800 064 REMOVE CONCRETE (CHANNEL) CY 24.0000 5,280.00 4.300 103 065 REMOVE CONCRETE BARRIER (TYPE K) LF 6.0000 2,700.00 0.000 0 066 REMOVED SACKED CONCRETE SLOPE PROTECTION EA 475.0000 1,425.00 3.000 1,425 067 CAP INLET EA 1,100.0000 23,100.00 22.000 24,200 068 CULVERT SLURRY-CEMENT BACKFILL CY 127.0000 34,290.00 461.300 58,585 069 REMOVE CRASH CUSHION (SAND FILLED) EA 300.0000 300.00 3.000 900 070 BRIDGE REMOVAL LS 40,000.0000 40,000.00 1.000 40,000 071 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 072 DEVELOP WATER SUPPLY LS 44,600.0000 44,600.00 0.996 44,421 073 DUST PALLIATIVE LS 10,200.0000 10,200.00 0.000 0 074 ROADWAY EXCAVATION CY 6.2500 3,437,500.00 586,186.870 3,663,667 075 ROADWAY EXCAVATION (TYPE Y-1) CY 15.0000 55,500.00 3,546.150 53,192 (AERIALLY DEPOSITED LEAD) 076 SETTLEMENT AND MONITORING LS 12,500.0000 12,500.00 1.000 12,500 PROGRAM CAS145 PAGE 4 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SHOULDER BACKING TON 60.0000 2,400.00 204.670 12,280 078 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 105,840.00 2,646.000 105,840 (F) 079 STRUCTURE EXCAVATION (TYPE D) CY 300.0000 129,000.00 430.000 129,000 (F) 080 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.0000 37,680.00 3,140.000 37,680 (F) 081 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 237,025.00 2,495.000 237,025 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 155,600.00 3,890.000 155,600 (F) 083 PERVIOUS BACKFILL MATERIAL (RETAINING CY 125.0000 8,125.00 119.200 14,900 (F) WALL) 084 DITCH EXCAVATION CY 23.0000 53,130.00 2,070.000 47,610.00 5,128.200 117,948 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 ROADSIDE CLEARING LS 30,000.0000 30,000.00 1.000 30,000 087 IMPORTED BIOFILTRATION SOIL CY 60.0000 156,000.00 40.720 2,443.20 2,989.040 179,342 088 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 24,000.00 0.000 0 (SUPPLY LINE) 089 4" CORRUGATED HIGH DENSITY POLYETHYLENE LF 31.0000 21,700.00 34.000 1,054.00 644.000 19,964 PIPE CONDUIT 090 8" CORRUGATED HIGH DENSITY LF 35.0000 24,500.00 34.000 1,190.00 644.000 22,540 POLYETHYLENE PIPE CONDUIT 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 825.0000 4,950.00 8.000 6,600 092 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7400 58,016.00 56,689.540 41,950.26 148,178.540 109,652 093 HYDROMULCH SQFT 0.0300 38,700.00 1,294,282.000 38,828 094 FIBER ROLLS LF 2.4100 211,839.00 16,014.450 38,594.82 81,715.450 196,934 095 HYDROSEED SQFT 0.1300 167,700.00 1,524,236.000 198,150 096 COMPOST SQFT 0.1000 121,000.00 960.000 96.00 1,526,588.500 152,658 097 INCORPORATE MATERIALS SQFT 0.0100 12,100.00 369,271.000 3,692 098 CLASS 4 AGGREGATE SUBBASE CY 16.0000 1,139,200.00 70,416.380 1,126,662 099 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 266,400.00 9,768.570 351,668 100 LEAN CONCRETE BASE CY 90.0000 3,339,000.00 35,788.050 3,220,924 101 CRACK TREATMENT LNMI 10,000.0000 10,000.00 0.000 0 102 REPLACE ASPHALT CONCRETE SURFACING CY 550.0000 19,800.00 0.000 0 103 PRIME COAT TON 250.0000 37,500.00 27.270 6,817 PROGRAM CAS145 PAGE 5 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT (TYPE A) TON 76.0000 6,361,200.00 90,074.430 6,845,656 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 1,603,800.00 0.000 0 106 HOT MIX ASPHALT-OPEN GRADED TON 104.0000 1,123,200.00 5,465.720 568,434.88 5,465.720 568,434 (OPEN GRADED FRICTION COURSE) 107 DATA CORE LS 5,000.0000 5,000.00 0.000 0 108 PLACE HOT MIX ASPHALT SQYD 8.0000 40,960.00 7,886.470 63,091 (MISCELLANEOUS AREA) 109 PLACE HOT ASPHALT DIKE (TYPE C) MODIFIED LF 1.0000 690.00 1,315.500 1,315 110 PLACE HOT ASPHALT DIKE (TYPE D) MODIFIED LF 1.0000 14,900.00 14,833.000 14,833 111 PLACE HOT ASPHALT DIKE (TYPE F) MODIFIED LF 1.0000 7,430.00 47.000 47.00 6,743.000 6,743 112 TACK COAT TON 200.0000 26,000.00 14.490 2,898.00 154.067 30,813 113 78" PERMANENT STEEL CASING LF 1,350.0000 108,000.00 80.000 108,000 114 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 834,300.00 927.000 834,300 115 FURNISH PILING (CLASS 200) LF 50.0000 202,000.00 4,040.000 202,000 (ALTERNATIVE W) 116 DRIVE PILE (CLASS 200) EA 1,900.0000 235,600.00 124.000 235,600 (ALTERNATIVE W) 117 STEEL SHEET PILING SQFT 35.0000 110,950.00 4,786.000 167,510 118 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,650.0000 77,550.00 22.000 36,300 PILE (SIGN FOUNDATION) 119 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 1.000 320,000 120 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 112,400.00 281.000 112,400 (F) 121 STRUCTURAL CONCRETE, BRIDGE CY 580.0000 3,262,500.00 5,625.000 3,262,500 (F) 122 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 670,000.00 1,340.000 670,000 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 190,400.00 272.000 190,400 (F) (TYPE N) 124 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 12,000.00 14.000 21,000 (F) 125 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 20,000.00 10.000 20,000 (F) 126 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 464,550.00 473.880 450,186 (F) 127 ARCHITECTURAL TREATMENT SQFT 30.0000 25,800.00 860.000 25,800 (F) 128 JOINT SEAL ASSEMBLY (MR 4") LF 250.0000 61,250.00 245.000 61,250 129 BAR REINFORCING STEEL LB 1.7000 3,379.60 1,988.000 3,379 (F) 130 BAR REINFORCING STEEL (BRIDGE) LB 0.7300 1,296,407.00 1,775,900.000 1,296,407 (F) PROGRAM CAS145 PAGE 6 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 152,042.00 138,220.000 152,042 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 103,334.40 28,704.000 103,334 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 7,176.00 12,180.000 3,045 (F) 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 FURNISH LAMINATED PANEL SIGN SQFT 36.0000 11,880.00 324.000 11,664 (2 1/2"-TYPE B) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,095.00 60.500 907.50 64.260 963 (0.063"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,264.00 13.000 208.00 46.000 736 (0.080"-UNFRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 286.00 12.500 275 (0.063"-FRAMED) 139 ROADSIDE SIGN - ONE POST EA 175.0000 12,950.00 59.000 10,325.00 69.000 12,075 140 ROADSIDE SIGN - TWO POST EA 200.0000 1,000.00 3.000 600 141 INSTALL ROADSIDE SIGN EA 1,100.0000 2,200.00 2.000 2,200 (LAMINATED WOOD BOX POST) 142 BAT HABITAT LS 3,700.0000 3,700.00 1.000 3,700 (F) 143 PREPARE AND PAINT CONCRETE SQFT 45.0000 675.00 0.000 0 144 18" ALTERNATIVE PIPE CULVERT LF 53.0000 195,570.00 12.600 667.80 3,047.500 161,517 145 24" ALTERNATIVE PIPE CULVERT LF 41.0000 390,730.00 9,302.800 381,414 146 36" ALTERNATIVE PIPE CULVERT LF 94.0000 36,660.00 1,138.200 106,990 147 42" ALTERNATIVE PIPE CULVERT LF 109.0000 118,810.00 1,082.100 117,948 148 18" REINFORCED CONCRETE PIPE LF 68.0000 21,080.00 328.000 22,304 149 24" REINFORCED CONCRETE PIPE LF 125.0000 65,000.00 400.500 50,062 150 30" REINFORCED CONCRETE PIPE LF 140.0000 131,600.00 920.000 128,800 151 36" REINFORCED CONCRETE PIPE LF 204.0000 177,480.00 857.900 175,011 152 72" REINFORCED CONCRETE PIPE LF 350.0000 171,500.00 490.000 171,500 153 24" DOUBLE CAGED REINFORCED CONCRETE LF 113.0000 108,480.00 948.800 107,214 PIPE 154 18" CORRUGATED STEEL PIPE (.064" THICK) LF 76.0000 43,320.00 701.500 53,314 155 24" CORRUGATED STEEL PIPE (.064" THICK) LF 99.0000 68,310.00 590.500 58,459 156 18" SLOTTED CORRUGATED STEEL PIPE LF 37.0000 135,050.00 5,905.000 218,485 (.064" THICK) 157 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 23.5000 211,970.00 8,837.200 207,674 PROGRAM CAS145 PAGE 7 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" PERFORATED PLASTIC PIPE UNDERDRAIN LF 46.0000 35,880.00 822.000 37,812 159 8" PLASTIC PIPE UNDERDRAIN RISER EA 220.0000 4,400.00 21.000 4,620 160 8" NON PERFORATED PLASTIC PIPE LF 27.0000 2,970.00 158.200 4,271 UNERDRAIN 161 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 32.0000 533,696.00 8.830 282.56 16,678.000 533,696 (F) 162 TEMPORARY ACCESS PAD LS 200,000.0000 200,000.00 1.000 200,000 163 30" WELDED STEEL PIPE CASING (BRIDGE) LF 290.0000 44,950.00 155.000 44,950 (F) 164 18" ALTERNATIVE FLARED END SECTION EA 1,000.0000 16,000.00 13.000 13,000 165 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 5,500.00 4.000 4,400 166 30" ALTERNATIVE FLARED END SECTION EA 1,200.0000 4,800.00 4.000 4,800 167 36" ALTERNATIVE FLARED END SECTION EA 1,300.0000 6,500.00 4.000 5,200 168 72" ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 0.000 0 169 ROCK SLOPE PROTECTION CY 175.0000 20,037.50 15.200 2,660.00 117.820 20,618 (F) (LIGHT, METHOD B) (CY) 170 CONCRETE (DITCH LINING) CY 500.0000 365,000.00 517.310 258,655 171 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 1,440.00 51.200 204.80 283.900 1,135 172 MINOR CONCRETE (GUTTER) (CY) CY 1,100.0000 23,100.00 21.000 23,100 173 DETECTABLE WARNING SURFACE SQFT 40.0000 2,960.00 0.000 0 174 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,100.0000 44,000.00 26.700 29,370 175 MISCELLANEOUS IRON AND STEEL LB 1.0000 60,333.00 57,967.000 57,967 (F) 176 RIGID RAIL FALL PROTECTION SYSTEM EA 3,000.0000 15,000.00 0.000 0 177 ISOLATION CASING LB 4.0000 63,980.00 15,995.000 63,980 (F) 178 BRIDGE DECK DRAINAGE SYSTEM LB 4.5000 107,055.00 23,790.000 107,055 (F) 179 CHAIN LINK FENCE (TYPE CL-4) LF 19.0000 36,670.00 1,743.000 33,117 180 CHAIN LINK FENCE (TYPE CL-6) LF 9.5000 232,750.00 12,736.000 120,992 181 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 1.000 1,500 182 DELINEATOR (CLASS 1) EA 30.0000 540.00 18.000 540.00 33.000 990 183 GUARD RAILING DELINEATOR EA 25.0000 3,250.00 20.000 500.00 116.000 2,900 184 OBJECT MARKER (TYPE P) EA 40.0000 760.00 11.000 440 PROGRAM CAS145 PAGE 8 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 OBJECT MARKER (TYPE L-1) EA 35.0000 525.00 4.000 140.00 9.000 315 186 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 24.0000 216,000.00 63.000 1,512.00 8,484.500 203,628 187 VEGETATION CONTROL (MINOR CONCRETE) SQYD 54.0000 286,740.00 27.200 1,468.80 3,576.410 193,126 188 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 55.0000 132,000.00 1,840.000 101,200.00 1,840.000 101,200 189 CABLE RAILING LF 22.0000 21,450.00 924.000 20,328 (F) 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 35,000.00 2.000 7,000 192 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 6,750.00 2.000 1,500.00 9.000 6,750 193 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0 194 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 30,800.00 6.000 13,200.00 12.000 26,400 195 TYPE SCI 100GM CRASH CUSHION EA 40,000.0000 40,000.00 0.000 0 196 CONCRETE BARRIER (TYPE 60P) LF 215.0000 34,400.00 48.000 10,320.00 144.000 30,960 197 CONCRETE BARRIER (TYPE 60) LF 55.0000 632,500.00 1,902.000 104,610.00 10,818.000 594,990 198 CONCRETE BARRIER (TYPE 60A) LF 51.0000 29,070.00 570.000 29,070 (F) 199 CONCRETE BARRIER (TYPE 60C) LF 110.0000 302,500.00 1,723.000 189,530 200 CONCRETE BARRIER (TYPE 60D) LF 55.0000 40,700.00 732.000 40,260 201 CONCRETE BARRIER (TYPE 736A) LF 100.0000 94,400.00 954.000 95,400 (F) 202 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 162.0000 165,240.00 1,020.000 165,240 (F) 203 CONCRETE BARRIER (TYPE 736A) MODIFIED LF 165.0000 19,800.00 120.000 19,800 (F) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 43,920.00 0.000 0 205 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 426.00 0.000 0 206 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 318.00 0.000 0 (BROKEN 9-3) 207 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 46,800.00 0.000 0 208 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 10,430.00 0.000 0 (BROKEN 34" - 14") 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 7,500.00 0.000 0 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,150.00 0.000 0 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TRAFFIC OPERATIONS SYSTEM LS 45,000.0000 45,000.00 0.000 0 (STAGE CONSTRUCTION) 213 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000 214 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 65,000.0000 65,000.00 0.980 63,700 215 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.980 68,600 216 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 0.980 73,500 217 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 90,000.0000 90,000.00 0.980 88,200 218 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 45,000.0000 45,000.00 0.980 44,100 219 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 220 AGGREGATE PIERS LS 450,000.0000 450,000.00 1.000 450,000 221 TUBULAR BICYCLE RAILING LF 125.0000 31,500.00 266.000 33,250 222 CONCRETE BARRIER (TRANSITION) LF 450.0000 16,200.00 92.730 41,728 223 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 224 ALTERNATIVE CRASH CUSHION EA 40,000.0000 40,000.00 0.000 0 225 PERVIOUS BACKFILL MATERIAL CY 500.0000 1,500.00 0.000 0 226 MINOR CONCRETE (BACKFILL) CY 255.0000 408,000.00 1,593.000 406,215 227 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 18.0000 3,600.00 200.000 3,600 FOR RETROREFLECTIVE SHEETING (TYPE XI) 228 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1000 1,456.00 111.750 1,016.93 141.010 1,283 (0.063"-UNFRAMED) FOR REROREFLECTIVE SHEETING (TYPE XI) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 2,520.00 8.000 84.00 65.750 690 (0.080"-UNFRAMED) FOR REROREFLECTIVE SHEETING (TYPE XI) 230 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.2500 3,150.00 119.750 628.69 505.760 2,655 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 233 FILTER FABRIC SQYD 2.0000 236,000.00 135,858.800 271,717 PROGRAM CAS145 PAGE 10 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264094 TIME 04:48 PM ESTIMATE NO. 045 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 987,908.79 38,036,793.23 ADJUSTMENT OF COMPENSATION 208,166.61 3,992,428.72 EXTRA WORK 250,715.13 9,112,426.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,446,790.53 51,141,648.07 234 MOBILIZATION LS 4,200,000.0000 4,200,000.00 1.000 4,200,000 ORIGINAL CONTRACT AMOUNT 42,838,764.51 TOTAL WORK COMPLETED 1,446,790.53 55,341,648.07 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -1,513.90 TOTAL 1,446,790.53 55,340,134.17 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 02/18/16 480 03/07/16 00/00/00 07/24/19 493 349 16 0 94% 99% PROGRESS IS SATISFACTORY DUNCAN, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/19