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 11/28/22 EST. NO. 003 TIME 07:46 PM R.E. NAME: KLINE, JASON/JOHNSON, CURTIS 05-1G4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/28/22 EST. NO. 003 TIME 07:46 PM R.E. NAME: KLINE, JASON/JOHNSON, CURTIS 05-1G4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 003 -8,000.00 -8,000.00 TOTAL DEDUCTIONS -8,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 LOCATION PROGRESS ESTIMATE 05-SB-101-4.0/4.8 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN AND NEAR 5335 DEBBIE LN CARPINTERIA FROM 0.2 MILE NORTH OF SANTA SANTA BARBARA CA 93111 MONICA CREEK BRIDGE TO 0.5 MILE SOUTH OF SOUTH PARARO LANE UNDERCROSSING FED. AID NO. N O N E CONSTRUCT BIKE PATH FROM SANDPOINTE DR TO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.300 1,500.00 0.300 1,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,725.0000 826,875.00 17.000 80,325.00 49.000 231,525 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.300 5,100 007 TRAFFIC CONTROL SYSTEM LS 164,825.0000 164,825.00 0.114 18,790.05 0.297 48,953 008 TYPE II BARRICADE EA 45.0000 2,205.00 8.000 360 009 TYPE III BARRICADE EA 125.0000 2,875.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 6,512.00 1,826.000 2,008 011 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 11,700.00 75.000 3,375 012 TEMPORARY PAVEMENT MARKER EA 5.0000 850.00 98.000 490 013 TEMPORARY BARRIER SYSTEM LF 22.5000 54,000.00 1,384.000 31,140 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,500.0000 4,500.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.114 6,840.00 0.297 17,820 016 JOB SITE MANAGEMENT LS 47,650.0000 47,650.00 0.114 5,432.10 0.297 14,152 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 1.000 500.00 2.000 1,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 2,400.00 1.000 300.00 1.000 300 020 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 750.0000 3,000.00 1.000 750 CONTROL) 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0000 2,660.00 0.000 0 MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 58.0000 5,800.00 18.000 1,044 024 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 7,200.00 7.000 4,200.00 9.000 5,400 025 TEMPORARY FIBER ROLL LF 9.0000 35,910.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 9.0000 2,880.00 0.000 0 027 TEMPORARY LARGE SEDIMENT BARRIER LF 13.0000 37,050.00 2,880.000 37,440 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,600.0000 13,800.00 0.000 0 029 STREET SWEEPING LS 80,000.0000 80,000.00 0.114 9,120.00 0.297 23,760 030 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.114 1,710.00 0.234 3,510 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.5000 8,225.00 3,290.000 8,225 (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 2.2500 220.50 0.000 0 033 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 0.000 0 034 TEMPORARY HIGH-VISIBILITY FENCE LF 6.2500 18,312.50 2,480.000 15,500 035 CLEARING AND GRUBBING (LS) LS 66,000.0000 66,000.00 1.000 66,000 036 ROADWAY EXCAVATION CY 152.0000 509,200.00 853.000 129,656 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 250.0000 131,750.00 500.000 125,000.00 500.000 125,000 (F) 038 STRUCTURE BACKFILL (SLURRY CEMENT) CY 425.0000 49,300.00 110.000 46,750.00 110.000 46,750 (F) (RETAINING WALL) 039 STRUCTURE BACKFILL (RETAINING WALL) CY 275.0000 162,525.00 537.000 147,675.00 537.000 147,675 (F) 040 DISPLAY PANEL AND FRAME EA 5,536.0000 5,536.00 0.000 0 041 ROCK BLANKET SQFT 37.0000 115,440.00 0.000 0 042 SOIL AMENDMENT CY 105.0000 273.00 0.000 0 043 PACKET FERTILIZER EA 1.0000 570.00 0.000 0 044 SLOW-RELEASE FERTILIZER LB 6.0000 102.00 0.000 0 045 PLANT (GROUP A) EA 20.0000 5,400.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 22,500.0000 22,500.00 0.000 0 047 DECOMPOSED GRANITE SQFT 12.0000 900.00 0.000 0 048 WOOD MULCH CY 65.0000 1,755.00 0.000 0 049 1" REMOTE CONTROL VALVE EA 1,650.0000 1,650.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BATTERY POWERED IRRIGATION CONTROLLER EA 1,850.0000 1,850.00 0.000 0 051 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 25.0000 750.00 0.000 0 (F) 052 3/4" DRIP IRRIGATION TUBING LF 4.2000 4,242.00 0.000 0 (F) 053 DRIP IRRIGATION EMITTERS EA 5.0000 2,700.00 0.000 0 054 DRIP IRRIGATION FLUSH VALVE EA 55.0000 110.00 0.000 0 055 1" BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0 056 BACKFLOW PREVENTER ENCLOSURE EA 2,000.0000 2,000.00 0.000 0 057 FILTER ASSEMBLY UNIT AND PRESSURE EA 650.0000 650.00 0.000 0 REGULATOR ASSEMBLY 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 20.0000 600.00 0.000 0 (F) LINE) 059 1" PRESSURE RELIEF VALVE EA 80.0000 80.00 0.000 0 060 BALL VALVE EA 300.0000 300.00 0.000 0 061 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 7,700.00 220.000 7,700 (F) 062 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 65.0000 3,770.00 0.000 0 PIPE CONDUIT 063 IMPORTED TOPSOIL (CY) CY 105.0000 4,620.00 44.000 4,620 064 CLASS 4 AGGREGATE SUBBASE CY 350.0000 5,250.00 20.200 7,070 065 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 204,000.00 593.000 71,160.00 897.800 107,736 066 CRACK TREATMENT LNMI 17,833.0000 10,699.80 0.000 0 067 MICRO-SURFACING TON 3,045.0000 85,260.00 0.000 0 068 MINOR HOT MIX ASPHALT TON 285.0000 256,500.00 14.080 4,012.80 47.490 13,534 069 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 47.0000 3,666.00 0.000 0 070 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.4000 20,210.00 0.000 0 071 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 70.0000 18,900.00 0.000 0 072 DRIVE STEEL SHEET PILE (HYDRAULICALLY SQFT 18.0000 875,700.00 48,650.000 875,700 (F) PUSHED) 073 FURNISH STEEL SHEET PILING (SQFT) SQFT 35.7700 1,740,210.50 48,650.000 1,740,210 (F) 074 STRUCTURAL CONCRETE, PILE CAP CY 6,470.0000 718,170.00 57.000 368,790.00 57.000 368,790 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 1,450.0000 191,400.00 0.000 0 (F) 076 STRUCTURAL CONCRETE, HEADWALL CY 3,900.0000 31,200.00 5.220 20,358.00 5.220 20,358 (F) PROGRAM CAS145 PAGE 4 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,560.0000 59,280.00 3.540 16,142.40 3.540 16,142 (F) 078 MINOR CONCRETE (MINOR STRUCTURE) CY 2,785.0000 19,495.00 0.000 0 (F) 079 BAR REINFORCING STEEL (EPOXY COATED) LB 4.3000 42,660.30 0.000 0 (F) (RETAINING WALL) 080 BAR REINFORCING STEEL (EPOXY COATED) LB 3.9000 63,476.40 8,138.000 31,738.20 8,138.000 31,738 (F) (PILE CAP) 081 REMOVE RETAINING WALL (LS) LS 9,650.0000 9,650.00 0.000 0 082 30" ALTERNATIVE PIPE CULVERT LF 332.0000 8,300.00 25.000 8,300 083 CONCRETE BACKFILL (PIPE TRENCH) CY 294.0000 27,930.00 0.000 0 (F) 084 18" REINFORCED CONCRETE PIPE LF 482.0000 72,300.00 23.200 11,182.40 122.000 58,804 085 24" REINFORCED CONCRETE PIPE LF 438.0000 42,924.00 0.000 0 086 21" X 15" CORRUGATED STEEL PIPE ARCH LF 353.0000 20,827.00 0.000 0 (.109" THICK) 087 DRAINAGE INLET MARKER EA 314.0000 2,198.00 0.000 0 088 REMOVE HEADWALL EA 5,580.0000 5,580.00 0.000 0 089 ADJUST MANHOLE TO GRADE EA 1,800.0000 7,200.00 0.000 0 090 ADJUST FRAME AND COVER TO GRADE EA 2,162.0000 21,620.00 10.000 21,620 091 CAP INLET EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 092 SMALL-ROCK SLOPE PROTECTION CY 420.0000 20,160.00 48.000 20,160 093 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 330.0000 1,089.00 0.000 0 METHOD B) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 300.00 0.000 0 095 MINOR CONCRETE (CURB) (CY) CY 1,090.0000 119,900.00 10.290 11,216.10 62.700 68,343 096 DETECTABLE WARNING SURFACE SQFT 40.0000 9,200.00 0.000 0 097 MINOR CONCRETE (MISCELLANEOUS CY 2,300.0000 2,300.00 0.000 0 CONSTRUCTION) 098 MINOR CONCRETE (DRIVEWAY) CY 1,475.0000 14,750.00 5.970 8,805 099 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 7,200.00 3.070 3,684.00 6.000 7,200 100 MINOR CONCRETE (CURB RAMP) CY 2,725.0000 27,250.00 0.000 0 101 MINOR CONCRETE (PERVIOUS CONCRETE CY 995.0000 15,920.00 27.800 27,661 PAVEMENT) 102 MINOR CONCRETE (BIKE PATH) CY 560.0000 672,000.00 285.930 160,120 103 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 160.0000 12,800.00 80.000 12,800 PROGRAM CAS145 PAGE 5 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CONCRETE (CURB AND GUTTER) LF 13.0000 11,440.00 880.000 11,440 105 MISCELLANEOUS IRON AND STEEL LB 10.0000 24,820.00 947.000 9,470.00 947.000 9,470 (F) 106 RELOCATE MAILBOX EA 1,065.0000 4,260.00 4.000 4,260 107 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 50.0000 4,050.00 0.000 0 108 REMOVE CHAIN LINK FENCE LF 19.5000 3,510.00 0.000 0 109 REMOVE PAVEMENT MARKER EA 2.0000 186.00 93.000 186.00 93.000 186 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 450.00 0.000 0 111 OBJECT MARKER (TYPE P) EA 115.0000 115.00 0.000 0 112 OBJECT MARKER (TYPE K-1) EA 75.0000 150.00 0.000 0 113 REMOVE ROADSIDE SIGN EA 135.0000 1,755.00 0.000 0 114 RELOCATE ROADSIDE SIGN EA 380.0000 1,520.00 0.000 0 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 3,172.50 0.000 0 (0.063"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 318.50 0.000 0 (0.080"-UNFRAMED) 117 ROADSIDE SIGN - ONE POST EA 485.0000 18,430.00 0.000 0 118 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 230.00 0.000 0 METHOD) 119 TUBE AND CABLE RAILING (RETAINING WALL) LF 300.0000 611,100.00 0.000 0 (F) 120 TUBE AND CABLE RAILING LF 280.0000 190,400.00 0.000 0 (F) 121 BARRIER TRANSITION (TYPE 85, MOD) EA 7,845.0000 7,845.00 0.000 0 122 CONCRETE BARRIER (TYPE 85, MOD) EA 1,065.0000 1,214,100.00 0.000 0 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 12,544.00 0.000 0 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 14.0000 700.00 0.000 0 125 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 10,080.00 0.000 0 126 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,740.00 0.000 0 127 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 3,315.00 2,210.000 3,315.00 2,210.000 3,315 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 3,220.00 1,394.000 3,206.20 1,394.000 3,206 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 138.500 1,385.00 138.500 1,385 130 LIGHTING SYSTEM LS 36,800.0000 36,800.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1G4104 TIME 07:46 PM ESTIMATE NO. 003 BID OPENING 07/05/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: KLINE, JASON/JOHNSON, CURTIS DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,006,488.25 4,597,310.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,006,488.25 4,597,310.18 131 MOBILIZATION LS 1,130,000.0000 1,130,000.00 0.950 1,073,500 ORIGINAL CONTRACT AMOUNT 11,339,050.00 TOTAL WORK COMPLETED 1,006,488.25 5,670,810.18 MATERIALS ON HAND ON SITE 236,429.00 236,429.00 DEDUCTIONS -8,000.00 -8,000.00 TOTAL 1,234,917.25 5,899,239.18 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 09/02/22 175 09/06/22 09/06/22 05/23/23 49 3 0 0 49% 28% PROGRESS IS SATISFACTORY KLINE, JASON/JOHNSON, CURTIS RESIDENT ENGINEER