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 08/23/18 EST. NO. 005 TIME 11:19 AM 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 --------------------------------------------------------------------------- 006 0001 1,564.64 E.W. @ L.S.(+) 080418 N 0001 0 1,564.64 TOTAL THIS ESTIMATE 13,606.25 TOTAL PREVIOUS ESTIMATE 15,170.89 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 08/23/18 EST. NO. 005 TIME 11:19 AM 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 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 LOCATION 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 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 165,000.0000 165,000.00 0.183 30,195.00 0.722 119,130 003 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.036 216.00 0.844 5,064 004 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.183 10,065.00 0.722 39,710 005 TYPE III BARRICADE EA 150.0000 1,800.00 12.000 1,800 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 23.0000 552.00 51.000 1,173 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 3,625.00 4,798.000 5,997 008 TEMPORARY SIGNAL SYSTEM LS 175,000.0000 175,000.00 0.357 62,475 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.183 3,294.00 0.722 12,996 010 TEMPORARY RAILING (TYPE K) LF 49.0000 50,960.00 1,040.000 50,960 011 TEMPORARY CRASH CUSHION SYSTEM EA 3,200.0000 12,800.00 4.000 12,800 012 TEMPORARY CRASH CUSHION MODULE EA 350.0000 7,700.00 22.000 7,700 013 TEMPORARY TRAFFIC SCREEN LF 15.0000 15,600.00 1,040.000 15,600 014 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.183 6,405.00 0.722 25,270 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 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 7,500.00 160.000 800 022 TEMPORARY GRAVEL BAG BERM LF 12.0000 6,000.00 400.000 4,800 PROGRAM CAS145 PAGE 2 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,021.000 10,105 024 STREET SWEEPING LS 20,000.0000 20,000.00 0.000 0 025 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.119 654.50 0.362 1,991 026 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 027 ASBESTOS REMOVAL LS 15,000.0000 15,000.00 0.300 4,500 028 TREATED WOOD WASTE LB 0.0500 350.00 6,540.000 327 029 BIRD NESTING EXCLUSION DEVICES LS 35,000.0000 35,000.00 0.279 9,765 030 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 4,060.00 600.000 4,200 031 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 1.000 85,000 032 ROADWAY EXCAVATION CY 19.0000 171,950.00 5,744.000 109,136 033 SHOULDER BACKING TON 55.0000 14,850.00 0.000 0 034 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 60,095.00 691.000 58,735 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 275.0000 88,000.00 272.000 74,800.00 304.000 83,600 (F) 036 STRUCTURE BACKFILL (SLURRY CEMENT) CY 160.0000 14,400.00 90.000 14,400 (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 1,140.000 68,400 045 HOT MIX ASPHALT (TYPE A) TON 130.0000 449,800.00 1,281.500 166,595 046 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 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,020.00 189.000 34,020 053 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 880.0000 166,320.00 189.000 166,320 054 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 930.0000 175,770.00 189.000 175,770 055 24" CAST-IN-DRILLED-HOLE CONCRETE LF 830.0000 59,760.00 72.000 59,760 PILING (ROCK SOCKET) 056 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 166,100.00 302.000 166,100 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 1,185.0000 541,545.00 153.000 181,305.00 304.000 360,240 (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 15.000 10,500 062 DRILL AND BOND DOWEL LF 55.0000 4,125.00 75.000 4,125 063 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 10.000 560,000.00 10.000 560,000 WIDE FLANGE GIRDER (120' - 130') 065 ERECT PRECAST PRESTRESSED CONCRETE EA 7,400.0000 148,000.00 10.000 74,000.00 10.000 74,000 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 67,876.000 71,269.80 90,056.000 94,558 (F) 069 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8000 58,519.80 16,255.000 29,259.00 16,255.000 29,259 (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 2,130.000 4,047 (F) 072 HEADED BAR REINFORCEMENT EA 20.0000 480.00 8.000 160.00 8.000 160 (F) 073 HEADED BAR REINFORCEMENT (EPOXY COATED) EA 15.0000 3,600.00 60.000 900.00 60.000 900 (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 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 350,000 078 24" ALTERNATIVE PIPE CULVERT LF 110.0000 8,030.00 73.000 8,030 079 CONCRETE BACKFILL (PIPE TRENCH) CY 220.0000 1,100.00 5.000 1,100 080 24" TEMPORARY CULVERT LF 70.0000 2,730.00 40.000 2,800 081 24" X 18" CORRUGATED STEEL PIPE ARCH LF 105.0000 5,775.00 55.000 5,775 (.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 2.000 2,400 084 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 56.600 1,698 086 REMOVE HEADWALL EA 800.0000 1,600.00 1.000 800 087 RESET ROCK SLOPE PROTECTION SQYD 35.0000 9,450.00 135.000 4,725 088 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 24,750.00 546.000 24,570 092 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 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,425.00 562.500 1,406 113 SALVAGE METAL BRIDGE RAILING LF 15.0000 14,745.00 983.000 14,745 114 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 0.183 457.50 0.722 1,805 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E1804 TIME 11:19 AM ESTIMATE NO. 005 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 08/20/18 R.E. NAME: JOHNSON, RYAN DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,042,980.80 3,146,393.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,564.64 15,170.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,044,545.44 3,161,564.44 117 MOBILIZATION LS 570,000.0000 570,000.00 0.950 541,500 ORIGINAL CONTRACT AMOUNT 7,862,363.90 TOTAL WORK COMPLETED 1,044,545.44 3,703,064.44 MATERIALS ON HAND ON SITE 305,550.00 305,550.00 DEDUCTIONS 0.00 0.00 TOTAL 1,350,095.44 4,008,614.44 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 10/04/18 83 49 0 0 46% 72% PROGRESS IS SATISFACTORY JOHNSON, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/18