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 08/06/20 EST. NO. 018 TIME 01:52 PM R.E. NAME: WINTER, BRIAN 01-0C7104 --------------------------------------------------------------------------- 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 08/06/20 EST. NO. 018 TIME 01:52 PM R.E. NAME: WINTER, BRIAN 01-0C7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 4/19 -2,000.00 002 PER LTR DATED 7/19 -4,000.00 006 MISSING FHWA1391 -10,000.00 009 MISSING CERT PAYROLL -2,000.00 010 RELEASE 7/19 4,000.00 010 RECVD FHWA 1391 10,000.00 011 RELEASE 10/19 DEDUCT 2,000.00 011 RELEASE 4/19 DEDUCT 2,000.00 011 PER LTTR DATED 12/19 -1,000.00 012 RELEASE 12/19 DEDUCT 1,000.00 013 PER LTTR DATE 03/20 -6,000.00 014 RCVD CET PAYROLL 6,000.00 016 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 LOCATION FINAL ESTIMATE 01-HUM-101-77.0/77.5 -------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY IN EUREKA FROM PO BOX 1006 0.3 MI SOUTH TO 0.2 MI NORTH OF EUREKA CA 95502 WABASH AVENUE FED. AID NO. HSNH-Q101(336)E IMPROVE INTERSECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,395.0000 1,395.00 1.000 1,395 002 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500 003 TRAFFIC CONTROL SYSTEM LS 180,000.0000 180,000.00 1.000 180,000 004 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 1.000 5,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,400.0000 17,400.00 1.000 17,400 006 JOB SITE MANAGEMENT LS 21,000.0000 21,000.00 1.000 21,000 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,395.0000 1,395.00 1.000 1,395 008 TEMPORARY DRAINAGE INLET PROTECTION EA 221.0000 1,105.00 8.000 1,768 009 TEMPORARY FIBER ROLL LF 6.0000 1,860.00 310.000 1,860 010 TEMPORARY GRAVEL BAG BERM LF 8.4000 4,200.00 200.000 1,680 011 TEMPORARY CONCRETE WASHOUT LS 940.0000 940.00 1.000 940 012 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.4000 3,468.00 1,017.000 3,457 STRIPE (HAZARDOUS WASTE) 013 REMOVE BRICK PLANTER LS 1,600.0000 1,600.00 1.000 1,600 014 CLEARING AND GRUBBING (LS) LS 22,800.0000 22,800.00 1.000 22,800 015 ROADWAY EXCAVATION CY 42.0000 20,580.00 348.200 14,624 016 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 55.0000 9,075.00 63.000 3,465 (F) 017 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 115.0000 10,810.00 31.000 3,565 (F) 018 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 204.0000 13,056.00 64.000 13,056 (F) 019 LEAN CONCRETE BACKFILL CY 175.0000 6,650.00 29.000 5,075 (F) 020 ROCK MULCH SQFT 5.0000 230.00 46.000 230 021 SOIL AMENDMENT (CF) CF 15.0000 180.00 4.000 60 022 PACKET FERTILIZER EA 1.0000 820.00 764.000 764 PROGRAM CAS145 PAGE 2 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLANT (GROUP P) EA 25.0000 5,000.00 194.000 4,850 024 TRANSPLANT SHRUB EA 200.0000 1,000.00 0.000 0 025 PLANT (GROUP A) EA 32.0000 25,920.00 764.000 24,448 026 SOD SQYD 23.0000 2,990.00 0.000 0 027 PLANT ESTABLISHMENT WORK LS 22,500.0000 22,500.00 1.000 22,500 028 BRICK PLANTER LF 70.0000 4,760.00 0.000 0 029 SLATE EA 100.0000 700.00 8.000 800 030 WOOD MULCH CY 100.0000 4,000.00 37.000 3,700 031 CHECK AND TEST EXISTING IRRIGATION LS 6,000.0000 6,000.00 0.000 0 FACILITIES 032 OPERATE EXISTING IRRIGATION FACILITIES LS 6,000.0000 6,000.00 0.000 0 033 REMOVE IRRIGATION FACILITY LS 6,000.0000 6,000.00 0.000 0 034 1" REMOTE CONTROL VALVE EA 1,000.0000 2,000.00 0.000 0 035 1/2" DRIP IRRIGATION TUBING LF 21.0000 2,100.00 0.000 0 036 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 200.0000 2,400.00 0.000 0 037 POP-UP SPRINKLER ASSEMBLY EA 200.0000 400.00 0.000 0 038 DRIP VALVE ASSEMBLY EA 1,000.0000 1,000.00 0.000 0 039 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.0000 4,050.00 0.000 0 LINE) 040 IMPORTED BIOFILTRATION SOIL CY 100.0000 12,000.00 120.000 12,000 041 IMPORTED TOPSOIL (CY) CY 100.0000 800.00 0.000 0 042 HYDROMULCH SQFT 0.5000 790.00 1,580.000 790 043 HYDROSEED SQFT 0.5000 790.00 1,580.000 790 044 CLASS 2 AGGREGATE BASE (CY) CY 121.0000 16,940.00 145.400 17,593 045 HOT MIX ASPHALT (TYPE A) TON 280.0000 221,200.00 848.540 237,591 046 ASPHALT BINDER TON 684.1308 889.37 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 047 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 16.7000 20,040.00 1,077.000 17,985 (PAVING GRID) 048 PLACE HOT MIX ASPHALT SQYD 13.4900 9,038.30 502.800 6,782 (MISCELLANEOUS AREA) 049 TACK COAT TON 1,000.0000 900.00 0.900 900 PROGRAM CAS145 PAGE 3 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.9500 44,551.00 1,818.000 27,179 051 STEEL SOLDIER PILE (HP 10 X 42) LF 43.7000 4,632.20 106.000 4,632 052 STEEL SOLDIER PILE (HP 12 X 53) LF 55.4000 7,922.20 143.000 7,922 053 STEEL SOLDIER PILE (HP 12 X 84) LF 86.1000 15,756.30 183.000 15,756 054 STEEL SOLDIER PILE (HP 14 X 117) LF 120.0000 15,600.00 130.000 15,600 055 30" DRILLED HOLE LF 535.0000 195,275.00 510.300 273,010 056 STRUCTURAL CONCRETE, FASCIA CY 2,020.0000 60,600.00 30.000 60,600 (F) 057 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,270.0000 132,080.00 104.000 132,080 (F) 058 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,650.0000 12,190.00 4.600 12,190 (F) 059 MINOR CONCRETE (MINOR STRUCTURE) CY 1,395.0000 57,195.00 37.000 51,615 060 FRACTURED RIB TEXTURE SQFT 68.0000 99,552.00 1,464.000 99,552 (F) 061 BAR REINFORCING STEEL (FASCIA) LB 2.7500 41,544.25 15,107.000 41,544 (F) 062 TIMBER LAGGING MFBM 12,900.0000 129,000.00 10.000 129,000 (F) 063 CLEAN AND PAINT STEEL SOLDIER PILING LS 71,200.0000 71,200.00 1.000 71,200 064 3" PLASTIC PIPE LF 15.4000 215.60 14.000 215 065 24" REINFORCED CONCRETE PIPE LF 225.0000 450.00 2.000 450 066 12" CORRUGATED STEEL PIPE (.079" THICK) LF 276.0000 4,140.00 14.500 4,002 067 18" CORRUGATED STEEL PIPE (.109" THICK) LF 276.0000 5,796.00 21.000 5,796 068 GEOCOMPOSITE DRAIN SQFT 5.0000 2,475.00 693.000 3,465 069 CLASS 2 PERMEABLE MATERIAL CY 350.0000 8,050.00 18.500 6,475 070 16" X 5" STEEL CHANNEL (0.375" THICK) LF 160.0000 3,360.00 21.000 3,360 071 GRATED LINE DRAIN LF 215.0000 68,800.00 315.000 67,725 072 REMOVE CULVERT (LF) LF 35.0000 3,465.00 98.300 3,440 073 REMOVE INLET EA 1,700.0000 5,100.00 3.000 5,100 074 DETECTABLE WARNING SURFACE SQFT 45.0000 19,800.00 377.700 16,996 075 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 775.0000 108,500.00 163.500 126,712 AND DRIVEWAY) 076 MINOR CONCRETE (CURB, SIDEWALK AND CY 825.0000 115,500.00 180.000 148,500 CURB RAMP) PROGRAM CAS145 PAGE 4 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE CURB (LF) LF 19.0000 4,180.00 0.000 0 078 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 9.0000 12,510.00 1,274.400 11,469 079 MISCELLANEOUS IRON AND STEEL LB 8.0000 11,760.00 1,470.000 11,760 (F) 080 24" X 8" WELDED STEEL ARCH LF 98.0000 7,252.00 73.400 7,193 081 PAINT CURB (2-COAT) SQFT 5.0000 1,250.00 250.000 1,250 082 CHAIN LINK FENCE (TYPE CL-6) LF 60.0000 5,700.00 95.000 5,700 083 REMOVE PAVEMENT MARKER EA 6.0000 1,680.00 275.000 1,650 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 19.0000 2,280.00 115.000 2,185 085 REMOVE ROADSIDE SIGN EA 75.0000 450.00 4.000 300 086 RESET ROADSIDE SIGN EA 225.0000 900.00 4.000 900 087 RELOCATE ROADSIDE SIGN-TWO POST EA 600.0000 600.00 0.250 150 088 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 1.000 250 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 384.00 24.000 384 (0.063"-UNFRAMED) 090 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 4.000 1,100 091 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 75.0000 150.00 2.000 150 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 496.00 62.000 496 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 093 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 310.00 62.000 310 094 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 160.0000 32,000.00 200.000 32,000 (F) 095 CONCRETE BARRIER (TYPE 736) LF 370.0000 74,000.00 200.000 74,000 (F) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 4,392.50 2,507.000 4,387 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.6500 2,555.00 693.000 2,529 098 THERMOPLASTIC PAVEMENT MARKING SQFT 8.7500 20,475.00 2,333.000 20,413 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,800.00 896.000 1,792 (BROKEN 36-12) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,980.00 982.000 1,964 (BROKEN 17-7) 101 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 5,214.00 3,154.000 5,204 102 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 5,830.00 1,057.000 5,813 PROGRAM CAS145 PAGE 5 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 SIGNAL AND LIGHTING SYSTEM LS 239,000.0000 239,000.00 1.000 239,000 104 MODIFYING EXISTING ELECTRICAL SYSTEM LS 10,900.0000 10,900.00 1.000 10,900 PROGRAM CAS145 PAGE 6 DATE 08/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7104 TIME 01:52 PM ESTIMATE NO. 018 BID OPENING 08/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/03/20 R.E. NAME: WINTER, BRIAN DATE OF THIS ESTIMATE 08/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,435,737.97 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 101,468.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,537,206.76 105 MOBILIZATION LS 112,282.6600 112,282.66 1.000 112,282 ORIGINAL CONTRACT AMOUNT 2,505,252.38 TOTAL WORK COMPLETED 0.00 2,649,489.42 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 2,649,489.42 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 01/07/19 150 03/04/19 03/04/19 04/03/20 163 27 16 0 100% 100% WINTER, BRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/06/20