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 12/23/20 EST. NO. 005 TIME 10:00 AM R.E. NAME: JODY PHILLIPS 03-3H4504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0003 1,100.00 E.W. @ F.A.(+) 101420 N 0004.0 1,100.00 TOTAL THIS ESTIMATE 2,400.00 TOTAL PREVIOUS ESTIMATE 3,500.00 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 12/23/20 EST. NO. 005 TIME 10:00 AM R.E. NAME: JODY PHILLIPS 03-3H4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/20 -8,000.00 004 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H4504 TIME 10:00 AM ESTIMATE NO. 005 BID OPENING 06/02/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 12/23/20 LOCATION PROGRESS ESTIMATE 03-ED-50-33.8/34.2 ----------------- BRIDGEWAY CIVIL CONSTRUCTORS, IN EL DORADO COUNTY AT FRESH POND INC. FROM 0.6 TO 0.2 MILE WEST OF FOREST 3333 VACA VALLEY PARKWAY; ROAD/OUTER LIMITS LANE VACAVILLE CA 95688 FED. AID NO. N O N E REPAIR SLIPOUT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 0.500 5,000 002 TIME-RELATED OVERHEAD (LS) LS 650,000.0000 650,000.00 0.070 45,500.00 0.250 162,500 003 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.250 2,500 005 TRAFFIC CONTROL SYSTEM LS 74,000.0000 74,000.00 0.070 5,180.00 0.250 18,500 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.5000 1,690.00 126.000 819 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6200 16,120.00 14,000.000 8,680.00 20,044.000 12,427 008 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 6,900.00 44.000 3,300 009 PLASTIC TRAFFIC DRUMS EA 85.0000 4,420.00 26.000 2,210 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,000.0000 20,000.00 0.070 1,400.00 0.250 5,000 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.070 1,750.00 0.250 6,250 012 TEMPORARY RAILING (TYPE K) LF 25.0000 64,000.00 480.000 12,000.00 1,640.000 41,000 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,500.0000 11,000.00 1.000 5,500 014 JOB SITE MANAGEMENT LS 55,000.0000 55,000.00 0.070 3,850.00 0.250 13,750 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 016 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 10,000.00 388.900 1,555 017 TEMPORARY COVER SQYD 3.0000 4,500.00 733.300 2,199 018 TEMPORARY CHECK DAM LF 6.0000 240.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 900.00 0.000 0 020 TEMPORARY FIBER ROLL LF 5.0000 2,150.00 370.000 1,850 021 TEMPORARY GRAVEL BAG BERM LF 8.0000 4,000.00 114.000 912 022 TEMPORARY REINFORCED SILT FENCE LF 6.0000 3,540.00 106.000 636 PROGRAM CAS145 PAGE 2 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H4504 TIME 10:00 AM ESTIMATE NO. 005 BID OPENING 06/02/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 0.000 0 024 STREET SWEEPING LS 30,000.0000 30,000.00 0.070 2,100.00 0.250 7,500 025 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.070 1,400.00 0.250 5,000 026 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.100 3,500 027 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 0.000 0 028 ROADWAY EXCAVATION CY 108.0000 1,328,400.00 740.700 79,995 029 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 140.0000 130,200.00 0.000 0 (F) 030 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 540.0000 237,060.00 0.000 0 (F) 031 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 400.0000 186,800.00 168.600 67,440.00 467.000 186,800 (F) 032 LEAN CONCRETE BACKFILL CY 450.0000 246,600.00 235.300 105,885.00 548.000 246,600 (F) 033 PLANT (GROUP I) EA 67.0000 24,790.00 0.000 0 034 WOOD MULCH CY 150.0000 2,250.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 1,200.00 1.000 600 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.5000 7,385.00 0.000 0 037 HYDROMULCH SQFT 0.0500 1,630.00 0.000 0 038 COMPOST SOCK LF 11.0000 22,220.00 0.000 0 039 STRAW SQFT 0.0700 2,282.00 0.000 0 040 HYDROSEED SQFT 0.1000 3,260.00 0.000 0 041 COMPOST (CY) CY 120.0000 25,200.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 129.0000 16,770.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 116.0000 402,520.00 354.000 41,064 044 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 14.0000 2,660.00 0.000 0 (PAVING FABRIC) 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 23.0000 17,940.00 0.000 0 046 TACK COAT TON 1,600.0000 16,000.00 1.040 1,664 047 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 1,280.00 0.000 0 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 108,800.00 1,777.800 14,222 049 GROUND ANCHOR (SUBHORIZONTAL) EA 8,000.0000 2,016,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H4504 TIME 10:00 AM ESTIMATE NO. 005 BID OPENING 06/02/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STEEL SOLDIER PILE (2-W 12 X 45) LF 215.0000 851,400.00 1,577.200 339,098.00 3,960.000 851,400 051 36" DRILLED HOLE LF 400.0000 1,580,000.00 1,555.400 622,160.00 3,950.000 1,580,000 052 STRUCTURAL CONCRETE, GROUND CY 2,700.0000 205,200.00 0.000 0 (F) ANCHOR COVER BLOCK 053 STRUCTURAL CONCRETE, BARRIER SLAB CY 800.0000 250,400.00 0.000 0 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,330.0000 47,630.00 0.000 0 (F) 055 BAR REINFORCING STEEL (EPOXY LB 3.7000 28,715.70 0.000 0 (F) COATED)(ANCHOR COVER BLOCK) 056 TIMBER LAGGING MFBM 4,500.0000 378,000.00 0.000 0 (F) 057 CLEAN AND PAINT STEEL SOLDIER PILING LS 240,000.0000 240,000.00 0.390 93,600.00 0.810 194,400 058 REMOVE RETAINING WALL (LF) LF 89.0000 10,680.00 150.000 13,350 059 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 200.0000 16,400.00 0.000 0 060 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 800.0000 104,000.00 0.000 0 061 12" PERFORATED PLASTIC PIPE LF 107.0000 48,150.00 0.000 0 UNDERDRAIN 062 8" NON-PERFORATED PLASTIC PIPE LF 110.0000 2,530.00 0.000 0 063 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 253.0000 17,963.00 0.000 0 (.138" THICK) 064 30" ANCHOR ASSEMBLY EA 1,135.0000 4,540.00 0.000 0 065 REMOVE CULVERT (LF) LF 300.0000 45,000.00 0.000 0 066 REMOVE DOWNDRAIN (EA) EA 3,200.0000 6,400.00 0.000 0 067 REMOVE INLET EA 1,500.0000 6,000.00 0.000 0 068 ROCK SLOPE PROTECTION CY 500.0000 10,000.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 1,080.00 0.000 0 070 MISCELLANEOUS IRON AND STEEL LB 8.0000 15,136.00 0.000 0 (F) 071 MARKER (CULVERT) EA 340.0000 1,360.00 0.000 0 072 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 0.000 0 073 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 175.0000 4,375.00 0.000 0 074 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 1,280.00 0.000 0 075 TRANSITION RAILING (TYPE WB-31) EA 6,300.0000 6,300.00 0.000 0 076 CALIFORNIA ST-70 BRIDGE RAIL LF 375.0000 160,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H4504 TIME 10:00 AM ESTIMATE NO. 005 BID OPENING 06/02/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE GUARDRAIL LF 18.0000 8,460.00 462.000 8,316 078 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 8,000.00 6,044.000 2,417.60 6,044.000 2,417 079 REMOVE PAINTED PAVEMENT MARKING SQFT 11.0000 1,430.00 65.000 715.00 65.000 715 080 12" RUMBLE STRIP STA 340.0000 13,600.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 081 6" METHYL METHACRYLATE PAINT LF 6.0000 72,600.00 0.000 0 TRAFFIC STRIPE (RECESSED) 082 6" METHYL METHACRYLATE PAINT LF 3.3500 6,733.50 0.000 0 TRAFFIC STRIPE (RECESSED, BROKEN 36-12) 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 085 FOLIAGE PROTECTOR EA 170.0000 62,900.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H4504 TIME 10:00 AM ESTIMATE NO. 005 BID OPENING 06/02/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: JODY PHILLIPS DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,315,675.60 3,566,454.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,100.00 3,500.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,316,775.60 3,569,954.38 086 MOBILIZATION LS 1,050,000.0000 1,050,000.00 0.950 997,500 ORIGINAL CONTRACT AMOUNT 11,239,720.20 TOTAL WORK COMPLETED 1,316,775.60 4,567,454.38 MATERIALS ON HAND ON SITE -106,032.67 79,219.93 DEDUCTIONS 0.00 -8,000.00 TOTAL 1,210,742.93 4,638,674.31 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 07/23/20 260 09/14/20 09/14/20 09/17/21 65 1 0 0 40% 25% PROGRESS IS SATISFACTORY JODY PHILLIPS RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/20