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 07/19/19 EST. NO. 004 TIME 10:35 AM R.E. NAME: LAW, CLIFFORD 04-2J5404 --------------------------------------------------------------------------- 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 0017 397.32 E.W. @ F.A.(+) 052819 N 0017.0 0018 238.39 052919 N 0018.0 0019 317.85 053019 N 0019.0 953.56 TOTAL THIS ESTIMATE 14,995.98 TOTAL PREVIOUS ESTIMATE 15,949.54 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 07/19/19 EST. NO. 004 TIME 10:35 AM R.E. NAME: LAW, CLIFFORD 04-2J5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J5404 TIME 10:35 AM ESTIMATE NO. 004 BID OPENING 11/15/18 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: LAW, CLIFFORD DATE OF THIS ESTIMATE 07/19/19 LOCATION PROGRESS ESTIMATE 04-SON-1-24.4/24.4 ----------------- GORDON N. BALL, INC. IN SONOMA COUNTY NEAR JENNER AT 0.1 333 CAMILLE AVENUE MILES SOUTH OF RUSSIAN GULCH ALAMO CA 94507 BRIDGE FED. AID NO. ACST-P001(648)E REPAIR ROADWAY SLIP-OUTS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.750 1,500 003 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.200 10,000.00 0.800 40,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 40.0000 960.00 24.000 960 005 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 20.000 1,000 006 TEMPORARY SIGNAL SYSTEM LS 175,000.0000 175,000.00 0.700 122,500 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 10,000.00 2.000 10,000 008 TEMPORARY RAILING (TYPE K) LF 20.0000 39,200.00 1,360.000 27,200 009 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 12,000.00 2.000 6,000 (TL-2) 010 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.200 10,000.00 0.600 30,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 1.000 2,000 012 TEMPORARY COVER SQYD 3.0000 3,240.00 0.000 0 013 TEMPORARY GRAVEL BAG BERM LF 15.0000 3,300.00 0.000 0 014 TEMPORARY REINFORCED SILT FENCE LF 12.0000 15,720.00 1,310.000 15,720 015 TEMPORARY SILT FENCE LF 5.0000 1,650.00 0.000 0 016 TREATED WOOD WASTE LB 0.5000 1,250.00 500.000 250.00 2,500.000 1,250 017 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 018 ROADWAY EXCAVATION CY 85.0000 159,800.00 882.000 74,970 019 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 15,600.00 156.000 15,600 (F) 020 STRUCTURE BACKFILL (SLURRY CEMENT) CY 100.0000 300.00 0.000 0 (F) 021 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.0000 1,700.00 0.000 0 (F) 022 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 250.0000 20,750.00 83.000 20,750 (F) PROGRAM CAS145 PAGE 2 DATE 07/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J5404 TIME 10:35 AM ESTIMATE NO. 004 BID OPENING 11/15/18 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: LAW, CLIFFORD DATE OF THIS ESTIMATE 07/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAN CONCRETE BACKFILL CY 200.0000 23,800.00 119.000 23,800 (F) 024 ROADSIDE CLEARING LS 1,000.0000 1,000.00 0.900 900 025 SOIL AMENDMENT CY 200.0000 180.00 0.000 0 026 PACKET FERTILIZER EA 1.0000 51.00 0.000 0 027 PLANT (GROUP I) EA 55.0000 935.00 0.000 0 028 PLANT (GROUP A) EA 35.0000 1,190.00 0.000 0 029 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 0.000 0 030 WOOD MULCH CY 125.0000 625.00 0.000 0 031 FOLIAGE PROTECTOR EA 45.0000 765.00 0.000 0 032 1 1/2" WYE STRAINER ASSEMBLY EA 600.0000 600.00 0.000 0 033 RISER SPRINKLER ASSEMBLY EA 20.0000 1,020.00 0.000 0 034 CAM COUPLER ASSEMBLY EA 750.0000 750.00 0.000 0 035 1 1/2" GATE VALVE EA 650.0000 650.00 0.000 0 036 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 20.0000 6,780.00 0.000 0 (F) LINE) 037 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 25.0000 825.00 0.000 0 (F) LINE) 038 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 9,540.00 0.000 0 (F) (SUPPLY LINE) 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0 040 IMPORTED TOPSOIL (CY) CY 10.0000 710.00 0.000 0 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 6,592.50 0.000 0 042 HYDROMULCH SQFT 0.1000 1,240.00 0.000 0 043 FIBER ROLLS LF 4.0000 2,720.00 0.000 0 044 HYDROSEED SQFT 0.2000 2,480.00 0.000 0 045 COMPOST (CY) CY 100.0000 2,300.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 11,000.00 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 235.0000 32,900.00 0.000 0 048 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 8.0000 1,120.00 0.000 0 (PAVING GRID) 049 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J5404 TIME 10:35 AM ESTIMATE NO. 004 BID OPENING 11/15/18 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: LAW, CLIFFORD DATE OF THIS ESTIMATE 07/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 750.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 250.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 1,100.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 25.0000 3,250.00 0.000 0 054 GROUND ANCHOR (SUBHORIZONTAL) EA 6,000.0000 114,000.00 13.300 79,800.00 13.300 79,800 055 STEEL SOLDIER PILE (W 12 X 252) LF 270.0000 335,880.00 1,244.000 335,880 056 30" DRILLED HOLE LF 150.0000 185,700.00 1,238.000 185,700 057 STRUCTURAL CONCRETE, WALER CY 1,000.0000 33,000.00 33.000 33,000.00 33.000 33,000 (F) 058 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 52,500.00 0.000 0 (F) 059 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 1,300.00 0.000 0 (F) 060 BAR REINFORCING STEEL (WALER) LB 1.5000 17,481.00 11,654.000 17,481.00 11,654.000 17,481 (F) 061 TIMBER LAGGING MFBM 4,500.0000 81,000.00 18.000 81,000 (F) 062 CLEAN AND PAINT STEEL SOLDIER PILING LS 60,000.0000 60,000.00 0.850 51,000 063 18" ALTERNATIVE PIPE CULVERT LF 135.0000 108,000.00 0.000 0 064 CONCRETE BACKFILL (PIPE TRENCH)(RSC) CY 400.0000 8,000.00 0.000 0 (F) 065 24" CORRUGATED STEEL PIPE (.064" THICK) LF 220.0000 11,440.00 0.000 0 066 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 4,650.00 0.000 0 067 6" NON-PERFORATED PLASTIC PIPE LF 50.0000 2,250.00 0.000 0 UNDERDRAIN 068 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 100.0000 500.00 0.000 0 (F) 069 REMOVE PIPE (LF) LF 25.0000 1,400.00 0.000 0 070 REMOVE INLET EA 1,000.0000 1,000.00 0.000 0 071 ROCK SLOPE PROTECTION (1/4 T, METHOD A) CY 150.0000 83,400.00 0.000 0 (F) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 980.00 0.000 0 073 MISCELLANEOUS IRON AND STEEL LB 1.0000 3,542.00 0.000 0 (F) 074 ROCK STAIN SQFT 5.0000 6,850.00 0.000 0 075 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 760.00 76.000 760 076 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 1.000 500 PROGRAM CAS145 PAGE 4 DATE 07/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J5404 TIME 10:35 AM ESTIMATE NO. 004 BID OPENING 11/15/18 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: LAW, CLIFFORD DATE OF THIS ESTIMATE 07/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 144.00 0.000 0 078 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 12,600.00 0.000 0 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 10,400.00 0.000 0 080 CABLE RAILING LF 45.0000 8,460.00 0.000 0 (F) 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 0.000 0 083 REMOVE GUARDRAIL LF 20.0000 3,400.00 170.000 3,400 084 6" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 4,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 07/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J5404 TIME 10:35 AM ESTIMATE NO. 004 BID OPENING 11/15/18 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: LAW, CLIFFORD DATE OF THIS ESTIMATE 07/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 150,531.00 1,267,671.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 953.56 15,949.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,484.56 1,283,620.54 085 MOBILIZATION LS 215,000.0000 215,000.00 1.000 215,000 ORIGINAL CONTRACT AMOUNT 2,162,930.50 TOTAL WORK COMPLETED 151,484.56 1,498,620.54 MATERIALS ON HAND ON SITE -13,976.94 0.00 DEDUCTIONS 0.00 0.00 TOTAL 137,507.62 1,498,620.54 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 02/05/19 200 04/15/19 04/15/19 10/10/19 65 3 3 0 68% 32% PROGRESS IS SATISFACTORY LAW, CLIFFORD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/19/19