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 10/12/18 EST. NO. 017 TIME 09:17 AM R.E. NAME: HISLOP, SCOTT 04-1J3204 --------------------------------------------------------------------------- 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 10/12/18 EST. NO. 017 TIME 09:17 AM R.E. NAME: HISLOP, SCOTT 04-1J3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/12/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J3204 TIME 09:17 AM ESTIMATE NO. 017 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/05/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/12/18 LOCATION FINAL ESTIMATE 04-SON-116-13.7/ .0 -------------- GORDON N. BALL, INC. IN SONOMA COUNTY NEAR GUERNEVILLE 333 CAMILLE AVENUE ABOUT 1.1 MILES EAST OF MAYS CANYON ALAMO CA 94507 ROAD FED. AID NO. STP-47C6(4)E CONSTRUCT RETAINING WALLS, PLACE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 220.00 22.000 220 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 1,560.00 1,294.000 2,588 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 945.00 27.000 945 007 TEMPORARY SIGNAL SYSTEM LS 170,000.0000 170,000.00 1.000 170,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 009 TEMPORARY RAILING (TYPE K) LF 20.0000 8,800.00 112.000 2,240.00 380.000 7,600 010 TEMPORARY CRASH CUSHION MODULE EA 220.0000 4,840.00 7.000 1,540.00 22.000 4,840 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 8,000.00 2.300 4,600.00 4.000 8,000 012 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 013 JOB SITE MANAGEMENT LS 32,000.0000 32,000.00 1.000 32,000 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 015 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 550.00 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY COVER SQYD 3.0000 450.00 150.000 450 017 TEMPORARY FIBER ROLL LF 4.0000 400.00 440.000 1,760 018 TEMPORARY GRAVEL BAG BERM LF 12.0000 2,520.00 210.000 2,520 019 TEMPORARY SILT FENCE LF 3.0000 870.00 87.000 261.00 290.000 870 020 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 0.000 0 021 TEMPORARY CONSTRUCTION ROADWAY SQYD 65.0000 3,055.00 12.000 780.00 47.000 3,055 022 STREET SWEEPING LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 10/12/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J3204 TIME 09:17 AM ESTIMATE NO. 017 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/05/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/12/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY ACTIVE TREATMENT SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 024 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 100.0000 8,500.00 6.000 600 026 WATER QUALITY MONITORING REPORT EA 250.0000 1,250.00 5.000 1,250 027 WATER QUALITY ANNUAL REPORT EA 1,000.0000 2,000.00 1.000 1,000 028 TEMPORARY FENCE (TYPE ESA) LF 3.0000 840.00 103.000 309.00 180.000 540 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 5,800.00 1,276.000 6,380 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 1.0000 1,200.00 2,600.000 2,600 031 FISH PROTECTION LS 3,000.0000 3,000.00 1.000 3,000 032 ABANDON CULVERT (LF) LF 60.0000 1,920.00 2.700 162.00 26.700 1,602 033 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 1,220.00 1,048.000 2,096 034 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 220.00 20.000 200 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 580.00 382.000 764 036 REMOVE PAVEMENT MARKER EA 5.0000 260.00 52.000 260 037 REMOVE CULVERT (LF) LF 20.0000 1,140.00 57.000 1,140 038 SALVAGE GUARDRAIL LF 10.0000 980.00 98.000 980 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 6,240.00 933.000 11,196 040 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000 041 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 042 DUST PALLIATIVE LS 1,000.0000 1,000.00 0.000 0 043 ROADWAY EXCAVATION CY 100.0000 45,000.00 618.170 61,817 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 8,700.00 87.000 8,700 (F) 045 STRUCTURE EXCAVATION CY 100.0000 5,400.00 54.000 5,400 (F) (OVERHANG SLAB) 046 STRUCTURE BACKFILL CY 100.0000 900.00 9.000 900 (F) (OVERHANG SLAB) 047 LEAN CONCRETE BACKFILL CY 275.0000 4,400.00 16.000 4,400 (F) 048 ROADSIDE CLEARING LS 2,000.0000 2,000.00 1.000 2,000 049 SOIL AMENDMENT CY 100.0000 70.00 0.700 70 PROGRAM CAS145 PAGE 3 DATE 10/12/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J3204 TIME 09:17 AM ESTIMATE NO. 017 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/05/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/12/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP H) EA 50.0000 2,550.00 51.000 2,550 051 PLANT (GROUP B) EA 50.0000 900.00 18.000 900 052 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 1.000 8,000 053 WOOD MULCH CY 100.0000 110.00 1.100 110 054 RISER SPRINKLER ASSEMBLY EA 25.0000 1,725.00 69.000 1,725 055 CAM COUPLER ASSEMBLY EA 2,000.0000 2,000.00 1.000 2,000 056 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 1,750.00 250.000 1,750 (F) LINE) 057 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,260.00 180.000 1,260 (F) (SUPPLY LINE) 058 PRESSURE REGULATING VALVE EA 1,000.0000 1,000.00 1.000 1,000 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000 060 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 1,980.00 1,980.000 1,980 061 HYDROMULCH SQFT 0.2500 925.00 3,700.000 925 062 FIBER ROLLS LF 5.0000 2,000.00 400.000 2,000 063 STRAW SQFT 0.2500 430.00 1,720.000 430 064 HYDROSEED SQFT 0.2000 740.00 3,700.000 740 065 COMPOST SQFT 0.2000 740.00 3,700.000 740 066 HOT MIX ASPHALT (TYPE A) TON 200.0000 16,000.00 292.740 58,548 067 TACK COAT TON 3,000.0000 300.00 1.000 3,000 068 36" DRILLED HOLE LF 360.0000 204,120.00 567.000 204,120 069 PRECAST CONCRETE SOLDIER PILE LF 400.0000 217,600.00 565.000 226,000 (24" X 24") 070 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 49,200.00 41.000 49,200 (F) 071 STRUCTURAL CONCRETE,OVERHANG SLAB CY 1,200.0000 49,200.00 41.000 49,200 (F) 072 STRUCTURAL CONCRETE, BACKFILL CY 200.0000 9,600.00 48.000 9,600 (F) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 7,600.00 3.800 7,600 (F) 074 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 4,500.00 4,500.000 4,500 (F) 075 BAR REINFORCING STEEL LB 1.0000 12,675.00 12,675.000 12,675 (F) (OVERHANG SLAB) 076 18" CORRUGATED STEEL PIPE (.109" THICK) LF 170.0000 1,700.00 10.000 1,700 PROGRAM CAS145 PAGE 4 DATE 10/12/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J3204 TIME 09:17 AM ESTIMATE NO. 017 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/05/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/12/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CORRUGATED STEEL PIPE (.109" THICK) LF 275.0000 11,275.00 41.000 11,275 078 GEOCOMPOSITE DRAIN SQFT 3.0000 3,900.00 1,300.000 3,900 079 TEMPORARY ACCESS PAD SQYD 180.0000 41,400.00 230.000 41,400 080 ROCK SLOPE PROTECTION CY 100.0000 17,000.00 90.000 9,000 (NO. 1,MODIFIED METHOD B) 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 130.00 150.000 150 082 OBJECT MARKER (TYPE P) EA 200.0000 200.00 1.000 200 083 OBJECT MARKER (TYPE L-1) EA 200.0000 200.00 1.000 200 084 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 100.0000 5,000.00 50.000 5,000 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 4,000.00 2.000 4,000 086 TYPE SMART CUSHION (SCI-70GM) EA 30,000.0000 60,000.00 2.000 60,000 CRASH CUSHION 087 CONCRETE BARRIER (TYPE 732) LF 100.0000 13,000.00 130.000 13,000 (F) 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,630.00 1,968.000 1,968 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 520.00 53.000 530 PROGRAM CAS145 PAGE 5 DATE 10/12/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J3204 TIME 09:17 AM ESTIMATE NO. 017 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/05/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/12/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,142.00 1,353,619.00 ADJUSTMENT OF COMPENSATION 0.00 11,162.93 EXTRA WORK 0.00 66,171.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,142.00 1,430,953.46 090 MOBILIZATION LS 135,000.0000 135,000.00 1.000 135,000 ORIGINAL CONTRACT AMOUNT 1,429,690.00 TOTAL WORK COMPLETED 11,142.00 1,565,953.46 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 11,142.00 1,565,953.46 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/05/16 340 06/06/16 06/06/16 12/05/17 340 0 0 0 100% 100% HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/12/18