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 01/24/17 EST. NO. 022 TIME 11:40 AM R.E. NAME: SANTOS, BRIAN 04-259404 --------------------------------------------------------------------------- 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 01/24/17 EST. NO. 022 TIME 11:40 AM R.E. NAME: SANTOS, BRIAN 04-259404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 LOCATION PROGRESS ESTIMATE 04-NAP-29-25.5/28.4 ----------------- MARTY MURPHY IN NAPA COUNTY IN AND NEAR ST. GHILOTTI BROTHERS, INC. HELENA FROM MEE LANE TO 0.1 MILE 525 JACOBY STREET SOUTH OF SULPHUR CREEK BRIDGE SAN RAFAEL CA 94901 FED. AID NO. STP-P029(14)E OVERLAY, WIDEN, 2-WAY TURN LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 1.000 500 003 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 1.000 200,000 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 2,000.00 55.000 137 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 31,400.00 103,339.000 20,667 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,350.00 150.000 5,250 009 TEMPORARY PAVEMENT MARKER EA 3.0000 10,110.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 011 TEMPORARY RAILING (TYPE K) LF 10.0000 180,000.00 4,780.000 47,800 012 TEMPORARY CRASH CUSHION MODULE EA 75.0000 60,000.00 210.000 15,750 013 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 3.000 1,500.00 21.000 10,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 50.0000 3,400.00 6.000 300.00 18.000 900 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 15,610.00 20,256.000 14,179 (BONDED FIBER MATRIX) 019 TEMPORARY COVER SQYD 4.0000 11,960.00 2,990.000 11,960 020 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 15,000.00 120.000 15,000 021 TEMPORARY FIBER ROLL LF 1.7500 31,850.00 16,100.000 28,175 022 TEMPORARY GRAVEL BAG BERM LF 13.0000 1,170.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 4.5000 11,430.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 15,000.00 0.000 0 025 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 026 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 027 TEMPORARY FENCE (TYPE ESA) LF 3.0000 22,080.00 7,005.000 21,015 028 HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 16,415.00 48,434.000 16,951 STRIPE (HAZARDOUS WASTE) 030 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 4.0000 920.00 230.000 920 MARKING (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 1.0000 2,500.00 3,960.000 3,960 032 NOISE MONITORING LS 1,000.0000 1,000.00 1.000 1,000 033 ABANDON CULVERT (LF) LF 41.0000 8,610.00 210.000 8,610 034 REMOVE GUARDRAIL LF 12.0000 2,280.00 190.000 2,280 035 REMOVE FLARED END SECTION EA 400.0000 5,200.00 13.000 5,200 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 31,400.00 81,311.000 16,262 037 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,600.00 800.000 1,600 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 5,800.00 5,025.000 1,256 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 3,930.00 1,438.000 2,157 040 REMOVE PAVEMENT MARKER EA 1.0000 4,880.00 677.000 677 041 REMOVE ROADSIDE SIGN EA 80.0000 5,840.00 20.000 1,600.00 84.000 6,720 042 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 50.0000 39,000.00 780.000 39,000 043 REMOVE CULVERT (LF) LF 50.0000 43,500.00 870.000 43,500 044 REMOVE PIPE (LF) LF 50.0000 13,500.00 270.000 13,500 045 REMOVE INLET EA 750.0000 5,250.00 7.000 5,250 046 REMOVE HEADWALL EA 2,000.0000 6,000.00 3.000 6,000 047 REMOVE MANHOLE EA 1,500.0000 1,500.00 1.000 1,500 048 REMOVE CONCRETE PAVEMENT (CY) CY 100.0000 80,000.00 2,132.000 213,200 049 RELOCATE MAILBOX EA 250.0000 1,750.00 7.000 1,750 PROGRAM CAS145 PAGE 3 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 175.0000 175.00 0.000 0 051 ADJUST INLET EA 2,100.0000 4,200.00 2.000 4,200 052 ADJUST FRAME AND COVER TO GRADE EA 750.0000 2,250.00 3.000 2,250 053 ADJUST VALVE BOX FRAME AND COVER TO EA 350.0000 350.00 1.000 350 GRADE 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 95,200.00 61,600.000 107,800 055 REMOVE CONCRETE CY 180.0000 48,600.00 281.500 50,670 (CURB, GUTTER, AND SIDEWALK) (CY) 056 CLEANING, INSPECTING, AND PREPARING LF 40.0000 10,000.00 250.000 10,000 CULVERT (LF) 057 SAND BACKFILL CY 110.0000 1,320.00 12.000 1,320 058 CLEARING AND GRUBBING (LS) LS 70,000.0000 70,000.00 1.000 70,000 059 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 060 ROADWAY EXCAVATION CY 49.0000 240,100.00 126.000 6,174.00 4,526.000 221,774 061 ROADWAY EXCAVATION (TYPE Z-2) CY 170.0000 171,700.00 1,010.000 171,700 (AERIALLY DEPOSITED LEAD) 062 TRENCH EXCAVATION CY 25.0000 35,000.00 1,400.000 35,000 063 SAND BEDDING CY 85.0000 15,300.00 180.000 15,300 064 DITCH EXCAVATION CY 20.0000 3,400.00 226.000 4,520 065 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 066 WOOD MULCH CY 85.0000 1,275.00 15.000 1,275.00 15.000 1,275 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 1.000 750.00 8.000 6,000 068 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5400 1,123.20 2,795.000 1,509.30 2,795.000 1,509 069 HYDROMULCH SQFT 0.0200 3,940.00 196,020.000 3,920.40 196,020.000 3,920 070 FIBER ROLLS LF 2.3000 49,450.00 19,825.000 45,597 071 STRAW SQFT 0.0200 3,940.00 196,020.000 3,920.40 196,020.000 3,920 072 HYDROSEED SQFT 0.0600 11,820.00 196,020.000 11,761.20 196,020.000 11,761 073 COMPOST SQFT 0.1700 33,490.00 196,020.000 33,323.40 196,020.000 33,323 074 CLASS 4 AGGREGATE SUBBASE CY 85.0000 10,200.00 120.000 10,200 075 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 160.00 4.000 160 076 CLASS 3 AGGREGATE BASE (CY) CY 45.0000 290,700.00 175.000 7,875 PROGRAM CAS145 PAGE 4 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CRACK TREATMENT LNMI 4,700.0000 28,200.00 6.000 28,200 078 REPLACE ASPHALT CONCRETE SURFACING CY 290.0000 165,300.00 570.000 165,300 079 PRIME COAT TON 1.0000 20.00 20.000 20 080 HOT MIX ASPHALT (TYPE A) TON 94.0000 4,295,800.00 880.000 82,720.00 39,229.180 3,687,542 081 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3000 70,720.00 76,965.000 100,054 (PAVING FABRIC) 082 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1500 24,510.00 11,400.000 24,510 084 PLACE HOT MIX ASPHALT SQYD 150.0000 750.00 0.000 0 (MISCELLANEOUS AREA) 085 TACK COAT TON 1.0000 100.00 39.120 39 086 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 55,000.00 9.640 4,820 087 STRUCTURAL CONCRETE, HEADWALL CY 3,300.0000 12,870.00 3.900 12,870 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 295,400.00 206.800 289,520 (F) 089 BAR REINFORCING STEEL LB 2.5000 575.00 230.000 575 (F) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,600.00 208.500 2,502.00 421.400 5,056 (0.063"-UNFRAMED) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,560.00 37.300 484.90 81.200 1,055 (0.080"-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 273.00 -35.000 -735.00 0.000 0 (0.063"-FRAMED) 093 ROADSIDE SIGN - ONE POST EA 180.0000 16,740.00 70.000 12,600.00 70.000 12,600 094 ROADSIDE SIGN - TWO POST EA 240.0000 240.00 0.000 0 095 12" ALTERNATIVE PIPE CULVERT LF 131.0000 18,340.00 140.000 18,340 096 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 55.0000 70,950.00 1,290.000 70,950 097 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 55.0000 572,000.00 10,700.000 588,500 098 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 80.0000 25,600.00 320.000 25,600 099 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 80.0000 144,000.00 1,854.000 148,320 100 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 85.0000 4,675.00 55.000 4,675 101 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 85.0000 510.00 6.000 510 102 36" ALTERNATIVE PIPE CULVERT LF 125.0000 102,500.00 820.000 102,500 103 48" ALTERNATIVE PIPE CULVERT LF 250.0000 1,750.00 7.000 1,750 PROGRAM CAS145 PAGE 5 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BACKFILL (PIPE TRENCH) CY 140.0000 96,600.00 690.000 96,600 (F) 105 CONCRETE BACKFILL (PIPE TRENCH) CY 160.0000 54,880.00 347.400 55,584 (F) (RAPID STRENGTH CONCRETE) 106 12" REINFORCED CONCRETE PIPE LF 81.0000 3,969.00 49.000 3,969 107 18" REINFORCED CONCRETE PIPE LF 95.0000 60,800.00 705.000 66,975 108 24" REINFORCED CONCRETE PIPE LF 120.0000 25,200.00 210.000 25,200 109 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 32.0000 1,664.00 52.000 1,664 110 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 85.0000 78,455.00 923.000 78,455 (F) 111 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 85.0000 40,460.00 476.000 40,460 (F) 112 DRAINAGE INLET MARKER EA 40.0000 4,400.00 110.000 4,400.00 110.000 4,400 113 18" ALTERNATIVE FLARED END SECTION EA 750.0000 9,000.00 12.000 9,000 114 24" ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800 115 INLET DEPRESSION EA 1,000.0000 5,000.00 5.000 5,000 116 ROCK SLOPE PROTECTION CY 375.0000 13,125.00 19.500 7,312 (F) (FACING, METHOD B) (CY) 117 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.4000 360.00 77.000 184 118 DETECTABLE WARNING SURFACE SQFT 38.0000 3,648.00 96.000 3,648 119 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 186,000.00 324.500 194,700 120 MINOR CONCRETE (SIDEWALK) CY 650.0000 14,300.00 51.000 33,150 121 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 6,000.00 7.500 7,500 122 PRE/POST CONSTRUCTION SURVEYS EA 1,240.0000 9,920.00 8.000 9,920 123 MISCELLANEOUS IRON AND STEEL LB 1.1000 33,667.70 39,490.700 43,439 (F) 124 4" WELDED STEEL PIPE CASING LF 150.0000 34,500.00 230.000 34,500 125 1" COPPER PIPE LF 40.0000 2,840.00 72.000 2,880 (F) 126 1-1/2" COPPER PIPE LF 41.0000 6,027.00 147.000 6,027 (F) 127 1" PLASTIC PIPE LF 39.0000 2,262.00 58.000 2,262 128 OBJECT MARKER (TYPE P) EA 25.0000 1,425.00 14.000 350 129 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 9,240.00 175.000 7,350 130 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 4.000 2,800 PROGRAM CAS145 PAGE 6 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000 132 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 24,200.00 60,698.000 24,279 133 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,130.00 1,306.000 1,306 134 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 20,735.00 6,759.000 21,966 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 801.50 2,390.000 836 (BROKEN 12-3) 136 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 9,415.00 24,708.000 8,647 (BROKEN 36-12) 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,430.00 1,688.000 5,064 138 LIGHTING LS 65,000.0000 65,000.00 1.000 65,000 139 GEOMEMBRANCE LINER SQYD 8.5000 24,225.00 2,850.000 24,225 PROGRAM CAS145 PAGE 7 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-259404 TIME 11:40 AM ESTIMATE NO. 022 BID OPENING 02/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: SANTOS, BRIAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 173,005.60 8,014,820.31 ADJUSTMENT OF COMPENSATION 0.00 552,748.20 EXTRA WORK 0.00 1,826,238.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 173,005.60 10,393,806.61 140 MOBILIZATION LS 733,086.6000 733,086.60 1.000 733,086 ORIGINAL CONTRACT AMOUNT 9,797,777.00 TOTAL WORK COMPLETED 173,005.60 11,126,893.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 173,005.60 11,126,893.21 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 04/02/15 160 06/01/15 06/01/15 01/20/17 220 201 32 0 96% 100% PROGRESS IS SATISFACTORY SANTOS, BRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/17