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 10/23/19 EST. NO. 010 TIME 07:46 AM R.E. NAME: JOAQUIN RODRIGUEZ 01-0A8404 --------------------------------------------------------------------------- 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 10/23/19 EST. NO. 010 TIME 07:46 AM R.E. NAME: JOAQUIN RODRIGUEZ 01-0A8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2019 CEM4401 -10,000.00 010 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 010 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 1/19 -3,000.00 002 RTN DEDUCT 1/19 3,000.00 004 PER LTR DATED 5/19 -1,000.00 006 PER LTR DATED 8/19 -6,000.00 009 0.00 -7,000.00 TOTAL DEDUCTIONS -20,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A8404 TIME 07:46 AM ESTIMATE NO. 010 BID OPENING 08/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/19 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 10/23/19 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-271-17.7/18.0 ---------------------------------------- MERCER FRASER COMPANY IN MENDOCINO COUNTY NEAR PIERCY PO BOX 1006 FROM 0.7 MILE NORTH OF HIGHWAY EUREKA CA 95502 271/101 SEPARATION TO 0.4 MILE SOUTH OF THE SIDEHILL VIADUCT FED. AID NO. B1ST-P271(1)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 003 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.079 1,185.00 1.000 15,000 004 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.079 5,925.00 1.000 75,000 005 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500.00 1.000 3,000 PLAN 006 RAIN EVENT ACTION PLAN EA 500.0000 16,500.00 7.000 3,500 007 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 37,000.00 17.000 8,500 008 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 009 MOVE-IN/MOVE-OUT EA 1,000.0000 2,000.00 1.000 1,000 (TEMPORARY EROSION CONTROL) 010 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,000.00 3,000.000 3,000 011 TEMPORARY COVER SQYD 2.0000 6,000.00 3,000.000 6,000 012 TEMPORARY CHECK DAM LF 10.0000 3,100.00 310.000 3,100 013 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 2,500.00 5.000 2,500 014 TEMPORARY FIBER ROLL LF 10.0000 8,000.00 800.000 8,000 015 TEMPORARY SILT FENCE LF 7.0000 2,800.00 400.000 2,800 016 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 4,500.00 1.000 4,500 017 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.075 375.00 1.000 5,000 018 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 019 TREATED WOOD WASTE LB 0.1000 50,078.00 16,440.000 1,644 020 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 55,000.0000 55,000.00 1.000 55,000 021 BAT EXCLUSION LS 15,000.0000 15,000.00 1.000 15,000 022 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 2,560.00 320.000 2,560 PROGRAM CAS145 PAGE 2 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A8404 TIME 07:46 AM ESTIMATE NO. 010 BID OPENING 08/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/19 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FLEXIBLE ROCKFALL FENCE LF 75.0000 19,500.00 0.000 0 024 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 0.100 7,500.00 1.000 75,000 025 ROADWAY EXCAVATION CY 30.0000 45,000.00 750.000 22,500 026 ROCK EXCAVATION CY 40.0000 44,000.00 1,100.000 44,000 027 SHOULDER BACKING TON 125.0000 6,625.00 53.000 6,625.00 53.000 6,625 028 STRUCTURE EXCAVATION (BRIDGE) CY 125.0000 59,000.00 472.000 59,000 (F) 029 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,600.00 206.000 20,600 (F) 030 DITCH EXCAVATION CY 40.0000 24,800.00 9.000 360.00 620.000 24,800 031 PLANT (GROUP M) EA 70.0000 4,620.00 66.000 4,620.00 66.000 4,620 032 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 033 WOOD MULCH CY 100.0000 9,300.00 88.000 8,800.00 93.000 9,300 034 IMPORTED BIOFILTRATION SOIL CY 150.0000 14,700.00 98.000 14,700.00 98.000 14,700 035 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 8,680.00 8,680.000 8,680.00 8,680.000 8,680 036 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2000 5,100.00 25,500.000 5,100.00 25,500.000 5,100 037 FIBER ROLLS LF 15.0000 6,000.00 400.000 6,000.00 400.000 6,000 038 COMPOST SOCK (8" DIAMETER) LF 15.0000 3,300.00 220.000 3,300.00 220.000 3,300 039 COMPOST SOCK (12" DIAMETER) LF 40.0000 3,600.00 90.000 3,600.00 90.000 3,600 040 FIBER REINFORCED MATRIX SQFT 0.2000 5,100.00 25,500.000 5,100.00 25,500.000 5,100 041 COMPOST (CY) CY 100.0000 6,700.00 67.000 6,700.00 67.000 6,700 042 INCORPORATE MATERIALS SQFT 0.4000 2,860.00 7,150.000 2,860.00 7,150.000 2,860 043 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 93,000.00 60.000 6,000 044 HOT MIX ASPHALT (TYPE A) TON 262.0000 238,420.00 147.000 38,514.00 1,061.000 277,982 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 30.0000 6,300.00 210.000 6,300.00 210.000 6,300 046 PLACE HOT MIX ASPHALT SQYD 25.0000 2,750.00 100.000 2,500.00 100.000 2,500 (MISCELLANEOUS AREA) 047 TACK COAT TON 1,300.0000 780.00 0.100 130.00 0.600 780 048 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,000.00 220.000 1,100.00 220.000 1,100 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 7,280.00 1,040.000 7,280 PROGRAM CAS145 PAGE 3 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A8404 TIME 07:46 AM ESTIMATE NO. 010 BID OPENING 08/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/19 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 350.0000 302,400.00 864.000 302,400 051 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 90,000.00 60.000 90,000 052 48" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 105,000.00 70.000 105,000 PILING (ROCK SOCKET) 053 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,700.0000 120,700.00 71.000 120,700 (F) 054 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 508,800.00 33.000 52,800.00 318.000 508,800 (F) 055 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 373,500.00 249.000 373,500 (F) (POLYMER FIBER) 056 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,000.0000 640,000.00 8.000 640,000 WIDE FLANGE GIRDER (110'-120') 057 ERECT PRECAST PRESTRESSED CONCRETE EA 29,000.0000 232,000.00 8.000 232,000 GIRDER 058 PRECAST CONCRETE BAT HOUSE EA 600.0000 33,600.00 44.000 26,400.00 56.000 33,600 059 JOINT SEAL (MR 1") LF 100.0000 7,100.00 71.000 7,100.00 71.000 7,100 060 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 255,531.00 170,354.000 255,531 (F) 061 STRUCTURAL STEEL (PIPE PIN) LB 12.0000 8,532.00 711.000 8,532 (F) 062 BRIDGE REMOVAL LS 275,000.0000 275,000.00 0.050 13,750.00 1.000 275,000 063 24" CORRUGATED STEEL PIPE (.079" THICK) LF 75.0000 11,250.00 120.000 9,000 064 8" ENTRANCE TAPER EA 500.0000 1,000.00 0.000 0 065 8" ANCHOR ASSEMBLY EA 600.0000 1,200.00 0.000 0 066 8" ALTERNATIVE PIPE DOWNDRAIN LF 55.0000 2,200.00 0.000 0 067 36" CORRUGATED STEEL PIPE INLET LF 200.0000 1,200.00 6.000 1,200 (.109" THICK) 068 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 069 REMOVE OVERSIDE DRAIN EA 700.0000 1,400.00 2.000 1,400 070 REMOVE CULVERT (LF) LF 35.0000 5,250.00 150.000 5,250 071 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500 072 SMALL-ROCK SLOPE PROTECTION CY 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 073 ROCK SLOPE PROTECTION CY 200.0000 2,000.00 10.000 2,000.00 10.000 2,000 (1/4 T, CLASS V, METHOD B) (CY) 074 ROCK SLOPE PROTECTION CY 300.0000 1,500.00 5.000 1,500 (60 LB, CLASS II, METHOD B) (CY) 075 ROCK SLOPE PROTECTION CY 200.0000 2,000.00 10.000 2,000 (20 LB, CLASS I, METHOD B) (CY) 076 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 420.00 36.400 364.00 42.000 420 PROGRAM CAS145 PAGE 4 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A8404 TIME 07:46 AM ESTIMATE NO. 010 BID OPENING 08/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/19 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 9.0000 1,593.00 0.000 0 (F) 078 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 8,280.00 552.000 8,280 (F) 079 REMOVE PAVEMENT MARKER EA 5.0000 650.00 130.000 650.00 130.000 650 080 GUARD RAILING DELINEATOR EA 75.0000 225.00 5.000 375.00 5.000 375 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 1,950.00 156.000 2,340.00 156.000 2,340 082 MARKER (CULVERT) EA 75.0000 150.00 0.000 0 083 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 1,000.00 0.000 0 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 45.0000 495.00 0.000 0 (0.063"-UNFRAMED) 085 ROADSIDE SIGN - ONE POST EA 500.0000 1,000.00 0.000 0 086 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 80.0000 8,000.00 100.000 8,000.00 100.000 8,000 087 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 13,000.00 60.000 6,000.00 60.000 6,000 088 TUBULAR BICYCLE RAILING LF 125.0000 66,875.00 481.500 60,187.50 535.000 66,875 (F) 089 TRANSITION RAILING (TYPE WB-31) EA 7,500.0000 22,500.00 3.000 22,500.00 3.000 22,500 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 11,000.00 2.000 11,000.00 2.000 11,000 091 CRASH CUSHION (TYPE TAU II) EA 40,000.0000 40,000.00 1.000 40,000.00 1.000 40,000 092 CONCRETE BARRIER (TYPE 742) LF 180.0000 96,300.00 535.000 96,300 (F) 093 REMOVE GUARDRAIL LF 10.0000 2,600.00 260.000 2,600 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 8,596.00 7,500.000 10,500.00 7,500.000 10,500 PROGRAM CAS145 PAGE 5 DATE 10/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A8404 TIME 07:46 AM ESTIMATE NO. 010 BID OPENING 08/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/19 R.E. NAME: JOAQUIN RODRIGUEZ DATE OF THIS ESTIMATE 10/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 422,440.50 4,146,384.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 102,410.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 422,440.50 4,248,794.00 095 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000 ORIGINAL CONTRACT AMOUNT 4,790,350.00 TOTAL WORK COMPLETED 422,440.50 4,688,794.00 MATERIALS ON HAND ON SITE -21,343.00 0.00 DEDUCTIONS -20,000.00 -27,000.00 TOTAL 381,097.50 4,661,794.00 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 10/09/18 140 12/04/18 12/04/18 09/23/19 136 65 0 0 100% 100% JOAQUIN RODRIGUEZ RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/19