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 06/12/19 EST. NO. 021 TIME 01:39 PM R.E. NAME: COLLINS, RON 02-2C0904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0184 236.58 E.W. @ F.A.(+) 060319 Y 0277.0 0185 690.72 060419 Y 0278.0 0186 690.72 060619 Y 0279.0 1,618.02 TOTAL THIS ESTIMATE 1,532,500.08 TOTAL PREVIOUS ESTIMATE 1,534,118.10 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 06/12/19 EST. NO. 021 TIME 01:39 PM R.E. NAME: COLLINS, RON 02-2C0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ASPHALT FAILING RSLT -50,000.00 019 0.00 -50,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/17 -10,000.00 002 PER LTR DATED 8/17 -3,000.00 003 RTN DEDUCT 7/17 10,000.00 004 RTN DEDUCT 8/17 3,000.00 004 PER LTR DATED 10/17 -2,000.00 005 RTN DEDUCT 10/17 2,000.00 006 PER LTTR DATED 08/20 -6,000.00 015 PER LTTR DATED 9/18 -2,000.00 016 PER LTTR DATED 11/18 -1,000.00 018 RELEASE DEDUCT 09/18 2,000.00 018 RTN DEDUCT 08/18 6,000.00 019 PER LTTR DATED 04/19 -1,000.00 020 RELEASE DEDUCT 11/18 1,000.00 020 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -51,000.00 PROGRAM CAS145 PAGE 1 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 LOCATION PROGRESS ESTIMATE 02-PLU-70-50.6/51.7 ----------------- M.C.M. CONSTRUCTION, INC. IN PLUMAS COUNTY NEAR QUINCY FROM 6413 32ND STREET 0.6 MILE WEST TO 0.5 MILE EAST OF NORTH HIGHLANDS CA 95660 SPRING GARDEN BRIDGE OVERHEAD. FED. AID NO. ACST-P070-1(5E) BRIDGE REHABILIATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,100.0000 308,000.00 8.000 8,800.00 270.000 297,000 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750 005 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.936 32,760 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 56.0000 2,688.00 48.000 2,688 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.5000 12,600.00 1,713.000 5,995 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 214.000 10,700 009 TEMPORARY SIGNAL SYSTEM LS 165,000.0000 165,000.00 0.900 148,500 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.936 9,360 011 TEMPORARY RAILING (TYPE K) LF 14.0000 100,800.00 4,800.000 67,200 012 TEMPORARY CRASH CUSHION SYSTEM EA 5,000.0000 55,000.00 9.000 45,000 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.936 70,200 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.950 1,425 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 15.000 7,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 650.0000 37,700.00 15.000 9,750 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 MOVE-IN/MOVE-OUT EA 625.0000 2,500.00 2.000 1,250 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 1.2000 7,692.00 7,750.000 9,300 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 5.0000 500.00 100.000 500 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 1,200.00 3.000 1,200 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 9,000.00 1.000 4,500 PROGRAM CAS145 PAGE 2 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.936 3,744 024 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 8,000.00 3.000 3,000 025 WATER QUALITY MONITORING REPORT EA 1,100.0000 2,200.00 1.000 1,100 026 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 027 WORK AREA MONITORING (BRIDGE) LS 35,000.0000 35,000.00 0.032 1,120.00 0.964 33,740 028 TREATED WOOD WASTE LB 0.2500 1,095.00 5,655.000 1,413 029 CONTRACTOR SUPPLIED BIOLOGIST FOR BAT LS 40,000.0000 40,000.00 0.500 20,000 EXCLUSION 030 BAT EXCLUSIONARY DEVICES LS 45,000.0000 45,000.00 0.000 0 031 CORE AND PRESSURE GROUT DOWEL (1 1/4") LF 120.0000 241,920.00 2,016.000 241,920 032 REPAIR CRACKED WELD LS 800.0000 800.00 0.000 0 033 REMOVE GUARDRAIL LF 6.0000 1,800.00 299.000 1,794 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 5,200.00 2,550.000 10,200 035 REMOVE ROADSIDE SIGN EA 70.0000 210.00 3.000 210 036 REMOVE CULVERT (LF) LF 50.0000 6,000.00 120.000 6,000 037 RESET ROADSIDE SIGN EA 200.0000 200.00 0.000 0 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 41.0000 9,020.00 220.000 9,020 039 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 4,528.00 18,233.000 4,558 040 FURNISH POLYESTER CONCRETE OVERLAY CF 122.0000 138,104.00 16.000 1,952.00 1,390.470 169,637 041 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.5000 27,168.00 18,112.000 27,168 (F) 042 BRIDGE REMOVAL (PORTION) LS 400,000.0000 400,000.00 1.000 400,000 043 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 1.000 45,000 044 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 045 ROADWAY EXCAVATION CY 50.0000 173,000.00 2,829.000 141,450 046 SHOULDER BACKING TON 50.0000 22,500.00 100.000 5,000 047 STRIPPING EXCAVATION CY 120.0000 2,640.00 22.000 2,640 048 STRIPPING EXCAVATION CY 140.0000 2,940.00 21.000 2,940 (NATURALLY OCCURRING ASBESTOS) 049 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 43,200.00 144.000 43,200 (F) PROGRAM CAS145 PAGE 3 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION CY 750.0000 98,250.00 131.000 98,250 (F) (NATURALLY OCCURRING ASBESTOS) 051 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 170.0000 7,480.00 44.000 7,480 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 230.0000 27,140.00 118.000 27,140 (F) 053 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 55.0000 20,900.00 380.000 20,900 (F) 054 PERVIOUS BACKFILL MATERIAL (BRIDGE) CY 200.0000 800.00 4.000 800 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 1,000.0000 600.00 0.600 600 (F) WALL) 056 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 440.0000 22,440.00 51.000 22,440 (F) 057 LEAN CONCRETE BACKFILL CY 440.0000 7,480.00 17.000 7,480 (F) 058 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2200 14,102.00 74,409.000 16,369 (SQFT) 059 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.2000 8,208.00 14,310.000 17,172 060 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0 061 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 126,500.00 1,807.000 99,385 062 HIGH FRICTION SURFACE TREATMENT SQYD 23.0000 250,700.00 10,900.000 250,700.00 10,900.000 250,700 063 HOT MIX ASPHALT (TYPE A) TON 185.0000 530,950.00 2,647.370 489,763 064 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 41.0000 6,970.00 170.000 6,970 (PAVING FABRIC) 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0000 180.00 90.000 1,350 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 1,215.00 131.000 1,965 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 6,300.00 424.000 6,360 068 PLACE HOT MIX ASPHALT SQYD 103.0000 2,163.00 21.000 2,163 (MISCELLANEOUS AREA) 069 TACK COAT TON 3,000.0000 5,700.00 2.300 6,900 070 STEEL SOLDIER PILE (W 14 X 68) LF 50.0000 13,300.00 258.500 12,925 071 STEEL SOLDIER PILE (W 14 X 99) LF 66.0000 22,902.00 336.000 22,176 072 30" DRILLED HOLE LF 200.0000 75,800.00 328.250 65,650 073 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 14,000.00 35.000 14,000 074 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 22,400.00 56.000 22,400 (ROCK SOCKET) 075 PRESTRESSING LS 50,000.0000 50,000.00 1.000 50,000 076 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 19,800.00 22.000 19,800 (F) PROGRAM CAS145 PAGE 4 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE CY 3,841.0000 2,319,964.00 604.000 2,319,964 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 1,090.0000 620,210.00 569.000 620,210 (F) (POLYMER FIBER) 079 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 112,500.00 225.000 112,500 (F) 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 DRILL AND BOND DOWEL LF 28.0000 16,436.00 720.000 20,160 082 JOINT SEAL (MR 1") LF 30.0000 14,640.00 0.000 0 083 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 104,630.00 104,630.000 104,630 (F) 084 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1000 174,069.50 158,245.000 174,069 (F) (BRIDGE) 085 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.6000 535,630.40 0.000 0 (F) 086 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.3800 461,981.22 0.000 0 (F) 087 ERECT STRUCTURAL STEEL (EXISTING GIRDER) EA 3,500.0000 98,000.00 0.000 0 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 270.00 0.000 0 (0.063"-UNFRAMED) 089 ROADSIDE SIGN - ONE POST EA 400.0000 800.00 0.000 0 090 TIMBER LAGGING MFBM 3,500.0000 49,000.00 14.000 49,000 (F) 091 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 41,000.0000 41,000.00 0.000 0 092 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 41,000.0000 41,000.00 0.000 0 093 CLEAN AND PAINT STRUCTURAL STEEL LS 160,000.0000 160,000.00 0.000 0 094 CLEAN AND PAINT STEEL SOLDIER PILING LS 21,000.0000 21,000.00 0.050 1,050.00 1.000 21,000 095 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 39.0000 194,025.00 0.000 0 096 STAIN GALVANIZED SURFACES LS 44,000.0000 44,000.00 1.000 44,000 097 24" CORRUGATED STEEL PIPE (.109" THICK) LF 90.0000 16,200.00 187.000 16,830 098 24" STEEL FLARED END SECTION EA 450.0000 900.00 2.000 900 099 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 100.0000 1,100.00 18.500 1,850 (CY) 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 330.00 49.850 498 101 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,934.00 0.000 0 (F) 102 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 33,145.00 4,735.000 33,145 (F) 103 DELINEATOR (CLASS 2) EA 50.0000 1,700.00 37.000 1,850 PROGRAM CAS145 PAGE 5 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MARKER (CULVERT) EA 50.0000 200.00 4.000 200 105 OBJECT MARKER (TYPE P) EA 75.0000 600.00 7.000 525 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 43.0000 37,410.00 870.000 37,410 107 CHAIN LINK RAILING LF 135.0000 64,800.00 192.000 25,920.00 480.000 64,800 (F) 108 TRANSITION RAILING (TYPE WB-31) EA 5,150.0000 20,600.00 4.000 20,600 109 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,900.0000 1,900.00 1.000 1,900 110 CALIFORNIA ST-20S BRIDGE RAIL LF 325.0000 375,375.00 29.000 9,425.00 1,155.000 375,375 (F) 111 THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,250.00 11,000.000 8,250.00 11,000.000 8,250 (SPRAYABLE) 112 PAVEMENT MARKER EA 23.0000 5,750.00 250.000 5,750.00 250.000 5,750 (RETROREFLECTIVE-RECESSED) 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 0.936 1,029 SYSTEM ELEMENTS DURING CONSTRUCTION 114 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 0.900 45,000 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 9,750.00 3.900 9,750 (F) PROGRAM CAS145 PAGE 6 DATE 06/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C0904 TIME 01:39 PM ESTIMATE NO. 021 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 06/12/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 312,967.00 7,308,899.87 ADJUSTMENT OF COMPENSATION 0.00 192,320.12 EXTRA WORK 1,618.02 1,341,797.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 314,585.02 8,843,017.97 117 MOBILIZATION LS 1,014,966.8800 1,014,966.88 1.000 1,014,966 ORIGINAL CONTRACT AMOUNT 10,151,652.00 TOTAL WORK COMPLETED 314,585.02 9,857,984.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -51,000.00 TOTAL 314,585.02 9,806,984.85 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 12/09/16 280 02/01/17 02/01/17 07/02/19 270 323 7 0 95% 94% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/14/18. COLLINS, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/12/19