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 02/23/18 EST. NO. 001 TIME 02:35 PM R.E. NAME: JOHNSON, RYAN 02-0E1804 --------------------------------------------------------------------------- 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 02/23/18 EST. NO. 001 TIME 02:35 PM R.E. NAME: JOHNSON, RYAN 02-0E1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 LOCATION RERUN PROGRESS ESTIMATE 02-PLU-89-30.2/30.5 ----------------------- Q&D CONSTRUCTION, INC. IN PLUMAS COUNTY NEAR CANYON DAM 1050 SOUTH 21ST STREET FROM 0.2 MILE SOUTH TO 0.3 SPARKS NV 89431 NORTH OF LAKE ALMANOR SPILLWAY. FED. AID NO. ACST-P089(121)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 002 TIME-RELATED OVERHEAD (LS) LS 165,000.0000 165,000.00 0.043 7,095.00 0.043 7,095 003 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.000 0 004 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.043 2,365.00 0.043 2,365 005 TYPE III BARRICADE EA 150.0000 1,800.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 23.0000 552.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 3,625.00 0.000 0 008 TEMPORARY SIGNAL SYSTEM LS 175,000.0000 175,000.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.000 0 010 TEMPORARY RAILING (TYPE K) LF 49.0000 50,960.00 0.000 0 011 TEMPORARY CRASH CUSHION SYSTEM EA 3,200.0000 12,800.00 0.000 0 012 TEMPORARY CRASH CUSHION MODULE EA 350.0000 7,700.00 0.000 0 013 TEMPORARY TRAFFIC SCREEN LF 15.0000 15,600.00 0.000 0 014 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.000 0 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.000 0 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 850.0000 17,000.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 019 TEMPORARY COVER SQYD 5.0000 22,500.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 600.00 0.000 0 021 TEMPORARY FIBER ROLL LF 5.0000 7,500.00 0.000 0 022 TEMPORARY GRAVEL BAG BERM LF 12.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 5.0000 7,500.00 0.000 0 024 STREET SWEEPING LS 20,000.0000 20,000.00 0.000 0 025 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.000 0 026 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 027 ASBESTOS REMOVAL LS 15,000.0000 15,000.00 0.000 0 028 TREATED WOOD WASTE LB 0.0500 350.00 0.000 0 029 BIRD NESTING EXCLUSION DEVICES LS 35,000.0000 35,000.00 0.122 4,270.00 0.122 4,270 030 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 4,060.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 0.500 42,500.00 0.500 42,500 032 ROADWAY EXCAVATION CY 19.0000 171,950.00 0.000 0 033 SHOULDER BACKING TON 55.0000 14,850.00 0.000 0 034 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 60,095.00 0.000 0 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 275.0000 88,000.00 0.000 0 (F) 036 STRUCTURE BACKFILL (SLURRY CEMENT) CY 160.0000 14,400.00 0.000 0 (F) 037 HYDROMULCH SQFT 0.1200 2,748.00 0.000 0 038 HYDROMULCH (FRM A) SQFT 0.4600 2,971.60 0.000 0 039 HYDROMULCH (FRM B) SQFT 0.4400 3,062.40 0.000 0 040 COMPOST SOCK LF 10.6500 25,879.50 0.000 0 041 HYDROSEED SQFT 0.3800 13,832.00 0.000 0 042 INCORPORATE MATERIALS SQFT 1.0000 22,900.00 0.000 0 043 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0 044 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 162,000.00 0.000 0 045 HOT MIX ASPHALT (TYPE A) TON 130.0000 449,800.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 16.0000 1,600.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 22.0000 3,740.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 16.0000 7,040.00 0.000 0 049 PLACE HOT MIX ASPHALT SQYD 55.0000 385.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 1,200.0000 3,000.00 0.000 0 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 7,150.00 0.000 0 052 36" PERMANENT STEEL CASING LF 180.0000 34,020.00 0.000 0 053 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 880.0000 166,320.00 0.000 0 054 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 930.0000 175,770.00 0.000 0 055 24" CAST-IN-DRILLED-HOLE CONCRETE LF 830.0000 59,760.00 0.000 0 PILING (ROCK SOCKET) 056 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 166,100.00 0.000 0 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 1,185.0000 541,545.00 0.000 0 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 1,250.0000 798,750.00 0.000 0 (F) (POLYMER FIBER) 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,050.0000 121,800.00 0.000 0 (F) (TYPE N) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 1,050.00 0.000 0 (F) 061 MINOR CONCRETE (SPILLWAY REPAIR) CY 700.0000 14,000.00 0.000 0 062 DRILL AND BOND DOWEL LF 55.0000 4,125.00 0.000 0 063 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,000.0000 560,000.00 0.000 0 WIDE FLANGE GIRDER (90'-100') 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,000.0000 560,000.00 0.000 0 WIDE FLANGE GIRDER (120' - 130') 065 ERECT PRECAST PRESTRESSED CONCRETE EA 7,400.0000 148,000.00 0.000 0 GIRDER 066 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 375.0000 30,375.00 0.000 0 067 JOINT SEAL (TYPE AL) LF 30.0000 10,080.00 0.000 0 068 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 162,808.80 0.000 0 (F) 069 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8000 58,519.80 0.000 0 (F) (BRIDGE) 070 BAR REINFORCING STEEL (STAINLESS STEEL) LB 3.2000 698,089.60 0.000 0 (F) (BRIDGE) 071 BAR REINFORCING STEEL (GALVANIZED) LB 1.9000 6,811.50 0.000 0 (F) 072 HEADED BAR REINFORCEMENT EA 20.0000 480.00 0.000 0 (F) 073 HEADED BAR REINFORCEMENT (EPOXY COATED) EA 15.0000 3,600.00 0.000 0 (F) 074 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 5,350.00 0.000 0 075 FURNISH POLYESTER CONCRETE OVERLAY CF 73.0000 129,648.00 0.000 0 076 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.5000 53,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL LS 350,000.0000 350,000.00 0.000 0 078 24" ALTERNATIVE PIPE CULVERT LF 110.0000 8,030.00 0.000 0 079 CONCRETE BACKFILL (PIPE TRENCH) CY 220.0000 1,100.00 0.000 0 080 24" TEMPORARY CULVERT LF 70.0000 2,730.00 0.000 0 081 24" X 18" CORRUGATED STEEL PIPE ARCH LF 105.0000 5,775.00 0.000 0 (.109" THICK) 082 36" CORRUGATED STEEL PIPE INLET LF 750.0000 2,475.00 0.000 0 (.079" THICK) 083 24" STEEL FLARED END SECTION EA 1,200.0000 2,400.00 0.000 0 084 24" X 18" STEEL FLARED END PIPE ARCH EA 1,200.0000 1,200.00 0.000 0 SECTION 085 REMOVE CULVERT (LF) LF 30.0000 3,900.00 0.000 0 086 REMOVE HEADWALL EA 800.0000 1,600.00 0.000 0 087 RESET ROCK SLOPE PROTECTION SQYD 35.0000 9,450.00 0.000 0 088 MISCELLANEOUS IRON AND STEEL LB 3.5000 752.50 0.000 0 (F) 089 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 15,496.00 0.000 0 (F) 090 OBLITERATE SURFACING SQYD 6.5000 1,625.00 0.000 0 091 TEMPORARY FENCE (TYPE CL-6) LF 45.0000 24,750.00 0.000 0 092 RESET GATE EA 2,500.0000 2,500.00 0.000 0 093 DELINEATOR (CLASS 2) EA 50.0000 450.00 0.000 0 094 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 855.00 0.000 0 095 MARKER (CULVERT) EA 50.0000 200.00 0.000 0 096 OBJECT MARKER (TYPE L-1) EA 50.0000 800.00 0.000 0 097 REMOVE MARKER EA 50.0000 900.00 0.000 0 098 REMOVE ROADSIDE SIGN EA 60.0000 480.00 0.000 0 099 RESET MILEPOST MARKER EA 75.0000 75.00 0.000 0 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 354.20 0.000 0 (0.063"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.4000 456.00 0.000 0 (0.080"-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 298.5000 1,791.00 0.000 0 103 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 23.5000 14,100.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 14,850.00 0.000 0 105 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 12,800.00 0.000 0 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 650.00 0.000 0 107 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 108 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 15,000.00 0.000 0 109 INTERMEDIATE ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 0.000 0 110 CALIFORNIA ST-20S BRIDGE RAIL LF 390.0000 196,560.00 0.000 0 (F) 111 CALIFORNIA ST-20S BRIDGE RAIL (MODIFIED) LF 390.0000 196,560.00 0.000 0 (F) 112 REMOVE GUARDRAIL LF 2.5000 1,425.00 0.000 0 113 SALVAGE METAL BRIDGE RAILING LF 15.0000 14,745.00 0.000 0 114 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,500.00 0.000 0 115 THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 5,376.00 0.000 0 (SPRAYABLE) 116 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 02/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 02:35 PM ESTIMATE NO. 001 BID OPENING 11/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 02/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 56,230.00 56,230.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 56,230.00 56,230.00 117 MOBILIZATION LS 570,000.0000 570,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 7,862,363.90 TOTAL WORK COMPLETED 56,230.00 56,230.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 56,230.00 56,230.00 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 01/18/18 115 02/13/18 02/13/18 02/26/18 5 0 0 0 1% 4% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/21/18. JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/18