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 09/19/19 EST. NO. 033 TIME 01:23 PM R.E. NAME: BORRELLI, ANDREW 05-0G0404 --------------------------------------------------------------------------- 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 0722 228.72 E.W. @ F.A.(+) 121318 N 1047.0 0723 321.67 121318 N 1048.0 0724 255.03 121418 N 1049.0 0727 427.79 110618 N 1066.0 0753 120.63 031319 N 1101.0 0755 152.37 041818 N 1111.0 0759 172.04 082917 N 0798.1 0761 383.78 050319 N 1151.0 0762 360.40 050619 N 1152.0 0764 441.27 041519 N 1169.0 0765 159.39 041719 N 1170.0 005 0012 6,855.00 E.W. @ F.A.(+) 061319 Y 1180.0 0013 3,187.50 010819 Y 1185.0 006 0024 300.00 E.W. @ F.A.(+) 012919 Y 1093.0 0026 300.00 042619 Y 1176.0 0027 300.00 012919 Y 1181.0 017 0017 561.61 E.W. @ F.A.(+) 090618 N 0939.1 019 0031 823.33 E.W. @ F.A.(+) 110518 N 0999.0 0038 272.89 041819 N 1156.0 0039 850.12 041919 N 1157.0 022 0009 2,023.96 E.W. @ F.A.(+) 092017 N 0344.0 0023 1,867.92 041919 N 1141.0 042 0004 738.51 E.W. @ F.A.(+) 040418 N 1089.0 043 0015 1,278.57 E.W. @ F.A.(+) 033018 N 0768.0 044 0033 695.31 E.W. @ F.A.(+) 041218 N 1087.0 0034 4,657.27 041218 N 1088.0 0035 1,348.13 041018 N 1090.0 046 0003 2,113.76 E.W. @ F.A.(+) 041618 N 0745.1 054 0006 121.22 E.W. @ F.A.(+) 061518 N 1091.0 072 0001 2,599.19 E.W. @ F.A.(+) 031419 N 1104.0 0004 2,806.15 040119 N 1107.0 0007 1,009.91 040519 N 1110.0 37,733.44 TOTAL THIS ESTIMATE 1,667,875.54 TOTAL PREVIOUS ESTIMATE 1,705,608.98 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 09/19/19 EST. NO. 033 TIME 01:23 PM R.E. NAME: BORRELLI, ANDREW 05-0G0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BI 116:PILE REJECT -4,000.00 006 RESECTED HMA:072117 -4,272.77 007 54-1-3/NONCOMP CLZAB -3,000.00 013 0.00 -11,272.77 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -6,000.00 006 MISS PAYROLLS -10,000.00 007 MISS PAYROLLS -6,000.00 008 MISS PAYROLLS -6,000.00 009 MISS PAYROLLS -10,000.00 010 MISS PAYROLLS -6,000.00 011 MISS PAYROLLS -10,000.00 012 MISS PAYROLLS -10,000.00 016 RECD PAYROLLS #08/10 16,000.00 018 MISS PAYROLLS -10,000.00 019 MISS PAYROLLS -10,000.00 020 MISS PAYROLLS -10,000.00 021 RECD PAYROLLS 6,7,12 26,000.00 021 MISS PAYROLLS -10,000.00 022 RECD PAYROLLS #20 10,000.00 022 MISS PAYROLLS -10,000.00 023 MISS PAYROLLS -10,000.00 024 MISS PAYROLLS -10,000.00 026 MISS PAYROLLS -2,000.00 027 MISS PAYROLLS -10,000.00 028 MISS PAYROLLS -8,000.00 029 MISS PAYROLLS -10,000.00 030 MISS PAYROLLS -10,000.00 031 RECD PAYROLLS #09 6,000.00 031 MISS PAYROLLS -10,000.00 032 RECD PAYROLLS #19 10,000.00 032 0.00 -116,000.00 TOTAL DEDUCTIONS 0.00 -127,272.77 PROGRAM CAS145 PAGE 1 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 LOCATION PROGRESS ESTIMATE 05-SLO-101-63.2/R69.3 ----------------- 05-MON-101-R0.0/R1.9 SECURITY PAVING COMPANY, INC. IN SAN LOUIS OBISPO COUNTY AND 13170 TELFAIR AVE MONTEREY COUNTY SYLMAR CA 91342 NEAR PASO ROBLES FROM 0.5 MILES SO SAN MARCOS CREEK BRIDGE TO 0.2 MILE SO BRADLEY ROAD OC. FED. AID NO. ACNH-PQ10-1(306)E HIGHWAY REHAB NORTH PASO ROBLES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.750 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 1,560,000.00 22.000 66,000.00 502.000 1,506,000 004 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.019 1,045.00 0.920 50,600 005 TRAFFIC CONTROL SYSTEM LS 415,000.0000 415,000.00 0.036 14,940.00 0.839 348,185 006 TYPE III BARRICADE EA 90.0000 4,050.00 47.000 4,230 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,982.00 3,299.000 8,577 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3200 68,480.00 249,433.000 79,818 009 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 54,600.00 1,658.000 69,636 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 58,000.0000 58,000.00 0.036 2,088.00 0.839 48,662 011 TEMPORARY RAILING (TYPE K) LF 8.7000 640,320.00 59,000.000 513,300 012 TEMPORARY CRASH CUSHION MODULE EA 160.0000 38,400.00 336.000 53,760 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 43,000.0000 860,000.00 9.000 387,000 SYSTEM 014 JOB SITE MANAGEMENT LS 144,000.0000 144,000.00 0.036 5,184.00 0.839 120,816 015 PREPARE STORM WATER POLLUTION PREVENTION LS 14,000.0000 14,000.00 0.015 210.00 0.836 11,704 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 29,000.00 20.000 10,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 265.0000 5,300.00 13.000 3,445 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 019 MOVE-IN/MOVE-OUT EA 415.0000 3,320.00 8.000 3,320 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 262,500.00 175,067.280 131,300 (BONDED FIBER MATRIX) 021 TEMPORARY CHECK DAM LF 3.5000 4,200.00 2,393.000 8,375 022 TEMPORARY DRAINAGE INLET PROTECTION EA 155.0000 17,050.00 92.000 14,260 PROGRAM CAS145 PAGE 2 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.3000 132,000.00 41,648.000 137,438 024 TEMPORARY LARGE SEDIMENT BARRIER LF 13.5000 135,000.00 561.500 7,580 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 24,000.00 5.000 20,000 026 STREET SWEEPING LS 205,000.0000 205,000.00 0.036 7,380.00 0.839 171,995 027 TEMPORARY CONCRETE WASHOUT LS 29,000.0000 29,000.00 0.036 1,044.00 0.839 24,331 028 ASBESTOS COMPLIANCE PLAN LS 39,000.0000 39,000.00 1.000 39,000 029 TEMPORARY FENCE (TYPE ESA) LF 3.1000 15,066.00 3,176.000 9,845 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4200 5,418.00 8,942.000 3,755 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.3400 34,680.00 0.000 0 032 BIRD EXCLUSION DEVICES LS 78,000.0000 78,000.00 0.330 25,740.00 1.000 78,000 033 ABANDON CULVERT (EA) EA 950.0000 4,750.00 4.000 3,800 034 DRILL AND PRESSURE GROUT BAR REINFORCING LF 97.0000 16,878.00 174.380 16,914 035 REMOVE FENCE LF 6.0000 8,220.00 1,319.000 7,914 036 REMOVE GUARDRAIL LF 6.0000 105,600.00 16,375.500 98,253 037 REMOVE FLARED END SECTION EA 300.0000 600.00 1.000 300 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.3100 66,340.00 39,520.000 12,251 039 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 4,605.00 1,443.000 2,164 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 16,822.00 20,502.000 5,330 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6000 4,800.00 257.000 411 042 REMOVE PAVEMENT MARKER EA 1.0500 3,234.00 5,085.000 5,339 043 REMOVE ROADSIDE SIGN EA 103.0000 16,480.00 32.000 3,296 044 REMOVE ROADSIDE SIGN EA 103.0000 206.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 045 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 40,860.00 2,663.000 1,597.80 44,120.000 26,472 046 REMOVE OVERSIDE DRAIN EA 1,537.0000 78,387.00 13.000 19,981 047 REMOVE CULVERT (LF) LF 32.0000 50,240.00 1,274.400 40,780 048 REMOVE DOWNDRAIN (EA) EA 1,650.0000 42,900.00 1.000 1,650.00 15.000 24,750 049 REMOVE REINFORCED CONCRETE BOX CULVERT CY 435.0000 4,350.00 10.000 4,350 (CY) PROGRAM CAS145 PAGE 3 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,650.0000 57,750.00 1.000 1,650.00 30.000 49,500 051 REMOVE HEADWALL EA 1,275.0000 15,300.00 2.000 2,550.00 11.000 14,025 052 REMOVE JUNCTION BOX EA 3,100.0000 3,100.00 1.000 3,100 053 REMOVE CONCRETE PAVEMENT AND BASE CY 7.0000 238,000.00 33,503.000 234,521 054 REMOVE CONCRETE PAVEMENT (CY) CY 7.0000 9,800.00 1,400.000 9,800 055 RECONSTRUCT FENCE LF 10.0000 4,500.00 225.000 2,250 056 ADJUST INLET EA 1,750.0000 89,250.00 1.000 1,750.00 23.000 40,250 057 ADJUST MANHOLE TO GRADE EA 1,270.0000 2,540.00 0.500 635 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 55,500.00 15,451.000 38,627 059 REMOVE CONCRETE (CHANNEL) CY 94.0000 1,504.00 4.000 376.00 38.800 3,647 060 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 47,842.30 43,493.000 47,842 061 FURNISH POLYESTER CONCRETE OVERLAY CF 77.0000 278,201.00 3,984.230 306,785 062 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 86,986.00 43,493.000 86,986 (F) 063 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 65.0000 4,550.00 66.000 4,290 064 CAP INLET EA 2,100.0000 2,100.00 1.000 2,100 065 SAND BACKFILL CY 186.0000 37,200.00 40.200 7,477 066 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 067 BRIDGE REMOVAL, LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 068 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000 069 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000 070 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 1.000 40,000 071 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 1.000 40,000 072 BRIDGE REMOVAL (PORTION), LOCATION E LS 86,000.0000 86,000.00 1.000 86,000 073 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.036 1,800.00 0.839 41,950 074 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.036 3,600.00 0.839 83,900 075 DUST SUPPRESSANT SQYD 2.1000 4,914.00 833.000 1,749 076 ROADWAY EXCAVATION CY 20.0000 3,320,000.00 2,582.000 51,640.00 153,868.000 3,077,360 PROGRAM CAS145 PAGE 4 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) CY 37.0000 95,682.00 2,586.000 95,682 (F) 078 STRUCTURE EXCAVATION (TYPE D) CY 87.0000 2,349.00 27.000 2,349 (F) 079 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 5,940.00 270.000 5,940.00 270.000 5,940 080 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 31.0000 19,375.00 625.000 19,375 (F) 081 STRUCTURE BACKFILL (BRIDGE) CY 117.0000 165,321.00 1,413.000 165,321 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 83.0000 27,390.00 0.000 0 083 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 41.0000 2,337.00 57.000 2,337.00 57.000 2,337 (F) 084 DITCH EXCAVATION CY 27.0000 46,440.00 77.000 2,079 085 IMPORTED BORROW (CY) CY 1.0000 62,000.00 0.000 0 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 0.000 0 087 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 223,300.00 0.000 0 088 HYDROMULCH SQFT 0.1200 4,776.00 0.000 0 089 COMPOST SOCK LF 8.3000 81,340.00 0.000 0 090 HYDROSEED SQFT 0.0700 207,900.00 0.000 0 091 COMPOST (CY) CY 62.0000 1,351,600.00 0.000 0 092 HYDRAULIC GROWTH MEDIUM SQFT 0.2000 7,960.00 0.000 0 093 INCORPORATE MATERIALS SQFT 0.0100 12,200.00 0.000 0 094 CLASS 1 AGGREGATE SUBBASE CY 23.0000 1,683,600.00 2,109.000 48,507.00 73,101.000 1,681,323 095 CLASS 2 AGGREGATE BASE (CY) CY 48.0000 2,712,000.00 1,023.000 49,104.00 54,911.800 2,635,766 096 LEAN CONCRETE BASE CY 155.0000 2,464,500.00 14,058.470 2,179,062 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 ASPHALT-RUBBER BINDER TON 360.0000 172,800.00 286.890 103,280.40 440.080 158,428 099 PRECOATED SCREENINGS TON 255.0000 943,500.00 2,038.960 519,934.80 3,227.750 823,076 100 HOT MIX ASPHALT (TYPE A) TON 72.0000 9,432,000.00 24,591.310 1,770,574.32 112,993.440 8,135,527 101 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 98.0000 5,390,000.00 16,778.770 1,644,319 102 SHOULDER RUMBLE STRIP STA 37.0000 55,500.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 103 DATA CORE LS 12,000.0000 12,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.3000 39,260.00 7,018.000 9,123 105 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3000 2,106.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3000 73,320.00 4,846.000 6,299 107 PLACE HOT MIX ASPHALT SQYD 24.0000 196,800.00 3,670.440 88,090 (MISCELLANEOUS AREA) 108 TACK COAT TON 410.0000 168,100.00 30.530 12,517.30 124.530 51,057 109 JOINTED PLAIN CONCRETE PAVEMENT CY 295.0000 539,850.00 1,817.170 536,065 110 SHOULDER RUMBLE STRIP STA 161.0000 3,381.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 111 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 632.0000 94,800.00 171.000 108,072 112 CRACK AND SEAT SQYD 0.7000 81,200.00 108,446.000 75,912 113 SOIL NAIL LF 56.0000 222,936.00 4,504.000 252,224 114 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 357,750.00 1,586.240 237,936 115 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 146.0000 572,174.00 3,919.000 572,174 116 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 256,000.00 256.000 256,000 117 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 325.0000 178,750.00 550.000 178,750 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 920.0000 1,308,240.00 1,386.470 1,275,552 (F) 119 STRUCTURAL CONCRETE, BRIDGE CY 965.0000 1,029,655.00 255.000 246,075.00 1,067.000 1,029,655 (F) (POLYMER FIBER) 120 STRUCTURAL CONCRETE, RETAINING WALL CY 778.0000 73,132.00 76.000 59,128.00 76.000 59,128 121 STRUCTURAL CONCRETE, SOIL NAIL WALL CY 870.0000 213,150.00 245.000 213,150 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 690.0000 226,320.00 218.000 150,420 (F) (TYPE N) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 655.0000 474,220.00 724.000 474,220 (TYPE R) 124 STRUCTURAL CONCRETE, BOX CULVERT CY 900.0000 49,500.00 55.000 49,500 (F) 125 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,550.0000 178,250.00 115.000 178,250 (F) 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 TEMPORARY DRAINAGE INLET EA 540.0000 1,080.00 2.000 1,080 128 PAVING NOTCH EXTENSION CF 90.0000 38,700.00 430.000 38,700 129 ARCHITECTURAL TREATMENT SQFT 11.0000 6,567.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 ARCHITECTURAL TREATMENT (MOTIF) SQFT 22.0000 89,540.00 4,070.000 89,540.00 4,070.000 89,540 (F) 131 DRILL AND BOND DOWEL LF 27.0000 24,246.00 737.000 19,899 132 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 31.0000 73,873.00 2,822.000 87,482 133 FURNISH PRECAST CONCRETE GIRDER EA 9,300.0000 74,400.00 8.000 74,400 (20'-30') 134 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,200.0000 89,600.00 8.000 89,600 GIRDER (30'-40') 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,800.0000 25,600.00 2.000 25,600 GIRDER (40'-50') 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,100.0000 84,600.00 6.000 84,600 GIRDER (50'-60') 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,800.0000 285,600.00 12.000 285,600 GIRDER (80'-90') 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 192,000.00 6.000 192,000 GIRDER (110'-120') 139 FURNISH PRECAST PRESTRESSED CONCRETE EA 41,000.0000 820,000.00 20.000 820,000 BULB-TEE GIRDER (100'-110') 140 ERECT PRECAST CONCRETE GIRDER EA 600.0000 4,800.00 8.000 4,800 (F) 141 ERECT PRECAST PRESTRESSED CONCRETE EA 1,220.0000 65,880.00 54.000 65,880 (F) GIRDER 142 JOINT SEAL (MR 1/2") LF 90.0000 60,930.00 677.000 60,930 143 JOINT SEAL (MR 1") LF 115.0000 34,845.00 207.000 23,805 144 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 898,820.00 56,555.000 56,555.00 898,820.000 898,820 (F) 145 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 12,323.00 0.000 0 (F) 146 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 0.9000 36,675.00 40,750.000 36,675 (F) 147 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 12,048.00 8,032.000 12,048 (F) 148 HEADED BAR REINFORCEMENT EA 5.0000 1,610.00 322.000 1,610 (F) 149 SHOTCRETE CY 730.0000 105,120.00 144.000 105,120 150 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.0000 57,130.00 0.000 0 151 FURNISH LAMINATED PANEL SIGN SQFT 36.0000 9,720.00 0.000 0 (2 1/2"-TYPE B) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 6,110.00 9.000 117 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 9,720.00 84.670 1,143 (0.080"-UNFRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 324.00 0.000 0 (0.063"-FRAMED) 155 POST SLEEVE EA 708.0000 11,328.00 3.000 2,124 156 ROADSIDE SIGN - ONE POST EA 185.0000 17,205.00 4.000 740 PROGRAM CAS145 PAGE 7 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ROADSIDE SIGN - TWO POST EA 376.0000 15,040.00 4.000 1,504 158 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 155.0000 310.00 0.000 0 METHOD) 159 INSTALL ROADSIDE SIGN EA 1,340.0000 26,800.00 0.000 0 (LAMINATED WOOD BOX POST) 160 FURNISHED SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 5,040.00 18.130 217 PANEL (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 161 FURNISHED SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 7,280.00 16.000 208 PANEL (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 162 FURNISHED SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,790.00 0.000 0 PANEL (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 163 FURNISHED SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 5,115.00 28.000 462 PANEL (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 164 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 8,520.00 0.000 0 165 CONCRETE STAINING SQYD 7.0000 22,820.00 0.000 0 166 PREPARE AND PAINT CONCRETE SQFT 67.0000 237,247.00 0.000 0 167 18" ALTERNATIVE PIPE CULVERT LF 60.0000 21,600.00 360.000 21,600 168 24" ALTERNATIVE PIPE CULVERT LF 70.0000 418,600.00 388.000 27,160.00 5,985.500 418,985 169 30" ALTERNATIVE PIPE CULVERT LF 86.0000 21,500.00 250.000 21,500 170 42" ALTERNATIVE PIPE CULVERT LF 170.0000 22,100.00 124.000 21,080 171 CONCRETE BACKFILL (PIPE TRENCH) CY 145.0000 27,695.00 15.600 2,262.00 199.780 28,968 (F) 172 18" TEMPORARY CULVERT LF 105.0000 50,400.00 499.000 52,395 173 24" TEMPORARY CULVERT LF 190.0000 13,680.00 72.000 13,680 174 18" REINFORCED CONCRETE PIPE LF 145.0000 4,060.00 27.100 3,929 175 24" REINFORCED CONCRETE PIPE LF 160.0000 11,840.00 51.200 8,192.00 61.200 9,792 176 30" REINFORCED CONCRETE PIPE LF 125.0000 27,500.00 71.000 8,875.00 213.000 26,625 177 36" REINFORCED CONCRETE PIPE LF 168.0000 16,464.00 102.000 17,136 178 72" REINFORCED CONCRETE PIPE LF 460.0000 29,900.00 65.000 29,900 179 14" X 23" OVAL SHAPED REINFORCED LF 250.0000 8,500.00 34.000 8,500.00 34.000 8,500 CONCRETE PIPE 180 18" CORRUGATED STEEL PIPE (.064" THICK) LF 300.0000 1,500.00 5.000 1,500 181 3" PLASTIC PIPE UNDERDRAIN LF 10.0000 13,500.00 90.000 900 PROGRAM CAS145 PAGE 8 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 3" PLASTIC PIPE (EDGE DRAIN) LF 12.0000 6,360.00 530.000 6,360 183 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 1,110.00 74.000 1,110 184 GEOCOMPOSITE DRAIN SQFT 3.0000 2,730.00 910.000 2,730 185 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 42,210.00 9.000 567.00 108.000 6,804 (.079" THICK) 186 12" ENTRANCE TAPER EA 400.0000 10,400.00 1.000 400.00 6.000 2,400 187 12" DOWNDRAIN SLIP JOINT EA 310.0000 6,820.00 1.000 310 188 12" ANCHOR ASSEMBLY EA 300.0000 6,600.00 1.000 300.00 5.000 1,500 189 DRAINAGE INLET MARKER EA 400.0000 4,400.00 0.000 0 190 12" CORRUGATED STEEL PIPE RISER LF 340.0000 1,020.00 3.000 1,020 (.079" THICK) 191 48" PRECAST CONCRETE PIPE MANHOLE EA 13,500.0000 40,500.00 3.000 40,500 (CASE 1) 192 60" PRECAST CONCRETE PIPE MANHOLE EA 17,500.0000 17,500.00 1.000 17,500 (CASE 3) 193 72" PRECAST CONCRETE PIPE MANHOLE EA 20,000.0000 60,000.00 3.000 60,000 (CASE 2) 194 12" STEEL FLARED END SECTION EA 210.0000 4,620.00 1.000 210.00 4.000 840 195 18" ALTERNATIVE FLARED END SECTION EA 260.0000 520.00 0.000 0 196 18" TEMPORARY FLARED END SECTION EA 410.0000 1,230.00 3.000 1,230 197 24" ALTERNATIVE FLARED END SECTION EA 510.0000 3,060.00 1.000 510 198 36" PRECAST CONCRETE PIPE INLET LF 1,100.0000 14,300.00 12.300 13,530 199 INLET DEPRESSION EA 560.0000 9,520.00 0.000 0 200 CONCRETE (DITCH LINING) CY 470.0000 117,500.00 8.700 4,089 201 CONCRETE (CONCRETE APRON) CY 760.0000 51,680.00 24.030 18,262 202 SLOPE PAVING (CONCRETE) CY 2,300.0000 340,400.00 0.000 0 203 ROCK SLOPE PROTECTION CY 160.0000 20,800.00 122.000 19,520 (1/4 T, CLASS V, METHOD B) (CY) 204 ROCK SLOPE PROTECTION CY 160.0000 41,600.00 32.740 5,238 (300 LB, CLASS IV, METHOD B) (CY) 205 ROCK SLOPE PROTECTION CY 160.0000 3,200.00 20.000 3,200 (60 LB, CLASS II, METHOD B) (CY) 206 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 3,000.00 300.900 902 207 DETECTABLE WARNING SURFACE SQFT 36.0000 3,600.00 0.000 0 208 MINOR CONCRETE (MISCELLANEOUS CY 520.0000 114,400.00 156.040 81,140 CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 12.2500 482,650.00 7,620.000 93,345 CONCRETE) 210 MISCELLANEOUS IRON AND STEEL LB 2.0000 66,980.00 1,060.000 2,120.00 19,111.000 38,222 (F) 211 TEMPORARY STEEL COVER LB 3.0000 510.00 0.000 0 212 MANHOLE FRAME AND COVER EA 850.0000 6,800.00 8.000 6,800 213 MANHOLE FRAME AND GRATE EA 850.0000 2,550.00 1.000 850 214 TEMPORARY STEEL FRAME AND GRATE EA 1,540.0000 4,620.00 3.000 4,620 215 JACKED 48" WELDED STEEL PIPE LF 1,000.0000 270,000.00 278.000 278,000 216 JACKED 72" WELDED STEEL PIPE LF 1,900.0000 285,000.00 150.000 285,000 217 FENCE (TYPE WM AND BW) LF 12.0000 16,560.00 0.000 0 218 5' WIRE MESH GATE EA 870.0000 870.00 0.000 0 219 SURVEY MONUMENT (TYPE A) EA 1,875.0000 71,250.00 0.000 0 220 DELINEATOR (CLASS 1) EA 41.0000 11,070.00 0.000 0 221 MILEPOST MARKER EA 67.0000 871.00 0.000 0 222 GUARD RAILING DELINEATOR EA 26.0000 1,612.00 0.000 0 223 OBJECT MARKER EA 88.0000 14,960.00 0.000 0 224 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.0000 423,800.00 712.500 18,525.00 14,300.000 371,800 225 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 38.0000 121,600.00 2,993.750 113,762 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 54.0000 567,000.00 3,977.710 214,796 227 TUBULAR BICYCLE RAILING LF 140.0000 71,960.00 257.000 35,980 (F) 228 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 42.0000 27,300.00 475.000 19,950 (STEEL POST) 229 CABLE RAILING LF 57.0000 54,207.00 0.000 0 (F) 230 TRANSITION RAILING (TYPE WB-31) EA 4,600.0000 124,200.00 1.000 4,600.00 16.000 73,600 231 RAIL TENSIONING ASSEMBLY EA 610.0000 5,490.00 7.000 4,270 232 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 12,480.00 1.000 780.00 9.000 7,020 233 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 50,400.00 1.000 3,150.00 10.000 31,500 234 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 29,150.00 2.000 5,300.00 8.000 21,200 235 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,000.0000 288,000.00 5.000 120,000 PROGRAM CAS145 PAGE 10 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 CONCRETE BARRIER (TYPE 60SD) LF 260.0000 226,200.00 190.000 49,400 237 CONCRETE BARRIER (TYPE 60) LF 150.0000 7,500.00 50.000 7,500 238 CONCRETE BARRIER (TYPE 60D) LF 54.0000 39,960.00 740.000 39,960 239 CONCRETE BARRIER (TYPE 736) LF 110.0000 171,380.00 1,044.000 114,840 (F) 240 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.0000 328,670.00 2,858.000 328,670 (F) 241 CONCRETE BARRIER (TYPE 736B) LF 170.0000 17,000.00 0.000 0 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 244 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 245 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 246 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 247 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 248 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 7,476.00 0.000 0 249 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 11,046.00 34.000 71 250 LIGHTING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 251 TRAFFIC MONITORING STATION SYSTEM LS 20,000.0000 20,000.00 0.756 15,120 252 MODIFYING EXISTING ELECTRICAL SYSTEM LS 230,000.0000 230,000.00 0.954 219,420 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 254 ROADSIDE CLEARING LS 26,000.0000 26,000.00 0.900 23,400 255 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 10,800.00 0.000 0 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 93,310.00 0.000 0 257 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 35.00 0.000 0 (BROKEN 12-3) 258 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 21,825.00 0.000 0 (BROKEN 36-12) 259 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 1,368.50 0.000 0 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 13,230.00 0.000 0 261 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 262 STRUCTURAL CONCRETE, HEADWALL CY 2,350.0000 15,745.00 1.820 4,277.00 4.330 10,175 (F) PROGRAM CAS145 PAGE 11 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,460.0000 243,820.00 8.750 12,775.00 137.030 200,063 (F) PROGRAM CAS145 PAGE 12 DATE 09/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0404 TIME 01:23 PM ESTIMATE NO. 033 BID OPENING 10/04/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: BORRELLI, ANDREW DATE OF THIS ESTIMATE 09/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,261,730.62 38,747,437.05 ADJUSTMENT OF COMPENSATION 0.00 669,802.26 EXTRA WORK 37,733.44 1,035,806.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,299,464.06 40,453,046.03 264 MOBILIZATION LS 2,489,029.0000 2,489,029.00 1.000 2,489,029 ORIGINAL CONTRACT AMOUNT 53,908,138.80 TOTAL WORK COMPLETED 3,299,464.06 42,942,075.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -127,272.77 TOTAL 3,299,464.06 42,814,802.26 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/09/16 520 02/06/17 02/06/17 02/18/20 502 154 78 0 76% 84% PROGRESS IS SATISFACTORY PENDG DAYS BORRELLI, ANDREW RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/19