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 12/27/16 EST. NO. 012 TIME 03:49 PM R.E. NAME: SANTOS, JOHN 08-0M2804 --------------------------------------------------------------------------- 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 12/27/16 EST. NO. 012 TIME 03:49 PM R.E. NAME: SANTOS, JOHN 08-0M2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE REPORTING -95,737.34 009 DBE REPORTING 95,737.34 010 0.00 0.00 LABOR COMPLIANCE VIOLATION NO PAYROLL RECEIVED -10,000.00 003 NO PAYROLL RECEIVED 10,000.00 004 E&C - MISS CEM2510 -1,000.00 005 E&C INADEQUATE CPR -1,000.00 005 E&C - INADEQUATE CPR 1,000.00 006 E&C - MISS CEM2510 1,000.00 006 APPRENT CERT-CODY D -1,000.00 009 MISS FBS CMC REBAR -1,000.00 009 UNDERPAY MCM ZONE -1,000.00 009 APP CERTS -1,000.00 011 APPRENT CERT-CODY D 1,000.00 011 FBS/CPR BORDERS -1,000.00 011 MISS FBS CMC REBAR 1,000.00 011 UNDERPAY MCM ZONE 1,000.00 012 1,000.00 -2,000.00 TOTAL DEDUCTIONS 1,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 LOCATION PROGRESS ESTIMATE 08-SBD-15-171.8/173.8 ----------------- M.C.M. CONSTRUCTION, INC. IN SBD CO AT MOUNTAIN PASS FROM 0.3 6413 32ND STREET MI S/O CENDA DITCH BRIDGE TO NORTH HIGHLANDS CA 95660 WHEATON WASH BRIDGE FED. AID NO. BRNH-PI (15)3 ,047- 275-E( ) REPLACE CENDA DITCH BRIDGE AND ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 504,000.00 20.000 24,000.00 170.000 204,000 004 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.595 4,165 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,345.00 40.000 1,400 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.500 7,500 007 TEMPORARY RAILING (TYPE K) LF 25.0000 190,750.00 6,250.000 156,250 008 TEMPORARY CRASH CUSHION MODULE EA 300.0000 25,200.00 56.000 16,800 009 TEMPORARY TRAFFIC SCREEN LF 3.0000 22,890.00 6,250.000 18,750 010 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.400 16,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 1.000 500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 8,000.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 8,160.00 0.000 0 016 TEMPORARY FIBER ROLL LF 2.0000 8,880.00 1,750.000 3,500 017 TEMPORARY SILT FENCE LF 2.0000 10,620.00 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 3.000 10,500 019 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.100 1,000.00 0.400 4,000 020 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.500 1,500 021 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0 (RADIOLOGICAL CONSTITUENTS) 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 4,870.00 4,862.000 4,862 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.5000 6,000.00 7,065.000 3,532 024 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 0.020 1,200.00 0.570 34,200 025 RAPID SETTING CONCRETE (PATCH) CF 125.0000 27,000.00 0.000 0 026 REMOVE GUARDRAIL LF 20.0000 16,000.00 800.000 16,000 027 REMOVE FLARED END SECTION EA 400.0000 400.00 1.000 400 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 16,350.00 8,802.000 4,401 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 7,950.00 15,801.000 7,900 030 REMOVE PAVEMENT MARKER EA 0.7500 2,445.00 1,206.000 904 031 REMOVE PIPE (LF) LF 60.0000 4,560.00 76.000 4,560 032 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000 033 REMOVE HEADWALL EA 900.0000 900.00 1.000 900 034 REMOVE ROCK SLOPE PROTECTION CY 20.0000 57,200.00 950.000 19,000 035 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 8,570.00 2,445.000 2,445.00 2,445.000 2,445 036 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 61,200.00 0.000 0 038 REMOVE UNSOUND CONCRETE CF 55.0000 11,880.00 0.000 0 039 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 5,965.00 0.000 0 040 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 218,025.00 0.000 0 041 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 47,720.00 0.000 0 (F) 042 BRIDGE REMOVAL LS 125,000.0000 125,000.00 0.390 48,750 043 BRIDGE REMOVAL (PORTION) LS 95,000.0000 95,000.00 0.800 76,000 044 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.150 4,500 045 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.200 3,000.00 0.400 6,000 046 ROADWAY EXCAVATION CY 50.0000 353,500.00 1,085.050 54,252.50 4,489.640 224,482 047 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 166,750.00 1,145.330 57,266 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 98,000.00 500.000 17,500.00 650.000 22,750 (F) 049 DITCH EXCAVATION CY 1,000.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 500.00 0.000 0 051 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 6,370.00 0.000 0 (SQFT) 052 CLASS 2 AGGREGATE SUBBASE CY 100.0000 51,000.00 456.300 45,630 053 CLASS 2 AGGREGATE BASE (CY) CY 86.0000 54,180.00 181.540 15,612.44 545.170 46,884 054 LEAN CONCRETE BASE CY 355.0000 92,300.00 216.000 76,680.00 216.000 76,680 055 BASE BOND BREAKER SQYD 3.0000 6,450.00 2,250.000 6,750.00 2,250.000 6,750 056 PREPAVING INERTIAL PROFILER LS 12,000.0000 12,000.00 0.000 0 057 PRIME COAT TON 950.0000 5,700.00 0.000 0 058 HOT MIX ASPHALT (TYPE A) TON 150.0000 880,500.00 2,048.300 307,245 059 SHOULDER RUMBLE STRIP STA 200.0000 6,400.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 370.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 5,400.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 460.00 0.000 0 063 PLACE HOT MIX ASPHALT SQYD 100.0000 400.00 0.000 0 (MISCELLANEOUS AREA) 064 TACK COAT TON 800.0000 9,600.00 0.000 0 065 JOINTED PLAIN CONCRETE PAVEMENT CY 350.0000 325,500.00 999.000 349,650.00 999.000 349,650 066 SHOULDER RUMBLE STRIP STA 450.0000 9,000.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 067 DRILL AND BOND (TIE BAR) EA 30.0000 23,400.00 718.000 21,540.00 718.000 21,540 068 POLYESTER CONCRETE INLAY SQYD 145.0000 58,000.00 0.000 0 069 JOINT SEAL (SILICONE) LF 5.0000 11,500.00 0.000 0 070 GRIND EXISTING CONCRETE SQYD 23.0000 75,900.00 0.000 0 PAVEMENT 071 TEMPORARY SUPPORT LS 20,000.0000 20,000.00 0.800 16,000 072 FURNISH 30" CAST-IN-STEEL SHELL LF 105.0000 192,675.00 1,835.000 192,675 CONCRETE PILING 073 DRIVE 30" CAST-IN-STEEL SHELL CONCRETE EA 10,000.0000 300,000.00 30.000 300,000 PILE 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 0.300 24,000.00 0.300 24,000 075 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 150,500.00 149.000 74,500 (F) PROGRAM CAS145 PAGE 4 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 STRUCTURAL CONCRETE, BRIDGE CY 1,046.0000 2,503,078.00 448.000 468,608.00 1,214.000 1,269,844 (F) 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 860.0000 202,100.00 0.000 0 (F) (TYPE N) 078 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 22,800.00 0.000 0 (F) 079 DRILL AND BOND DOWEL LF 30.0000 11,250.00 0.000 0 080 JOINT SEAL (MR 2") LF 85.0000 26,690.00 0.000 0 081 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 625,485.00 105,032.000 120,786.80 323,953.000 372,545 (F) 082 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7500 533,225.00 103,424.000 180,992.00 141,750.000 248,062 (F) (BRIDGE) 083 BAR REINFORCING STEEL (GALVANIZED) LB 2.0000 5,200.00 1,200.000 2,400 (F) 084 HEADED BAR REINFORCEMENT EA 30.0000 5,760.00 0.000 0 (F) 085 CLEAN AND PAINT STEEL SHELLS LS 60,000.0000 60,000.00 0.500 30,000 086 18" REINFORCED CONCRETE PIPE LF 175.0000 4,550.00 0.000 0 087 30" REINFORCED CONCRETE PIPE LF 275.0000 7,975.00 16.000 4,400 088 18" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 5,400.00 0.000 0 PIPE (.079" THICK) 089 18" BITUMINOUS COATED STEEL FLARED END EA 700.0000 700.00 0.000 0 SECTION 090 ROCK SLOPE PROTECTION CY 60.0000 270,420.00 282.000 16,920 (F) (1/4 T, METHOD B) (CY) 091 ROCK SLOPE PROTECTION CY 155.0000 1,705.00 0.000 0 (F) (LIGHT, METHOD B) (CY) 092 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 55.0000 93,005.00 275.000 15,125 (F) (CY) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 20,340.00 616.000 3,696 094 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 15.0000 450.00 0.000 0 095 MINOR CONCRETE (MISCELLANEOUS CY 1,700.0000 20,400.00 0.000 0 CONSTRUCTION) 096 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,151.00 0.000 0 (F) 097 TEMPORARY FENCE (TYPE DESERT TORTOISE) LF 10.0000 99,300.00 9,433.500 94,335 098 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 30,000.00 0.000 0 099 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 21,500.00 0.000 0 100 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.000 0 101 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0 102 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,000.0000 16,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 736) LF 140.0000 146,300.00 0.000 0 (F) 104 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 105 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6500 33,995.00 33,532.000 21,795 106 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 7,345.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,922.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 108 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 12,175.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,380.00 1,405.000 2,810 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,580.00 550.000 1,650 111 PAVEMENT MARKER EA 10.0000 2,200.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 12/27/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2804 TIME 03:49 PM ESTIMATE NO. 012 BID OPENING 09/23/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 12/27/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,370,016.74 4,535,357.87 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 3,501.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,370,016.74 4,538,859.34 112 MOBILIZATION LS 1,059,984.0000 1,059,984.00 0.950 1,006,984 ORIGINAL CONTRACT AMOUNT 10,600,000.00 TOTAL WORK COMPLETED 1,370,016.74 5,545,844.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -2,000.00 TOTAL 1,371,016.74 5,543,844.14 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 11/16/15 420 01/11/16 01/11/16 11/17/17 193 43 0 0 52% 46% PROGRESS IS SATISFACTORY SANTOS, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/27/16