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 10/23/17 EST. NO. 006 TIME 10:32 AM R.E. NAME: 10-0F2804 --------------------------------------------------------------------------- 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 0044 811.79 E.W. @ F.A.(+) 042817 N 001A 0 0045 719.06 050117 N 002A 0 0046 765.43 050217 N 003A 0 0047 765.43 050317 N 004A 0 0048 858.15 050417 N 005A 0 0049 765.43 050517 N 006A 0 0050 811.79 050817 N 007A 0 0051 811.79 050917 N 008A 0 0052 765.43 051017 N 009A 0 0053 765.43 051117 N 010A 0 0055 719.06 051517 N 012A 0 0056 626.34 051617 N 013A 0 0057 765.43 051717 N 014A 0 0058 765.43 051817 N 015A 0 0059 626.34 051917 N 016A 0 0060 765.43 052217 N 017A 0 0061 765.43 052317 N 018A 0 0062 765.43 052417 N 019A 0 0063 765.43 052517 N 020A 0 0064 765.43 053017 N 021A 0 0065 719.06 053117 N 022A 0 0066 765.43 060117 N 023A 0 0067 579.97 060217 N 024A 0 0068 765.43 060517 N 025A 0 0069 765.43 060617 N 026A 0 0070 765.43 060717 N 027A 0 0071 579.97 060817 N 028A 0 0072 289.99 060917 N 029A 0 0073 765.43 061217 N 030A 0 0074 765.43 061317 N 031A 0 0075 765.43 061417 N 032A 0 0076 765.43 061517 N 033A 0 0077 672.70 061617 N 034A 0 0078 765.43 061917 N 035A 0 0079 765.43 062017 N 036A 0 0080 765.43 062117 N 037A 0 0081 765.43 062217 N 038A 0 0082 672.70 062317 N 039A 0 0083 789.23 062617 N 040A 0 0084 741.54 062717 N 041A 0 0085 836.93 062817 N 042A 0 0086 836.93 062917 N 043A 0 0087 789.23 063017 N 044 0 0088 789.23 070617 N 045 0 0089 789.23 070717 N 046 0 0090 789.23 071017 N 047 0 0091 789.23 071117 N 048 0 0092 789.23 071217 N 049 0 0093 789.23 071317 N 050 0 0094 789.23 071417 N 051 0 0095 789.23 071717 N 052 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/23/17 EST. NO. 006 TIME 10:32 AM R.E. NAME: 10-0F2804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0096 789.23 071817 N 053 0 38,965.96 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 38,965.96 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 10/23/17 EST. NO. 006 TIME 10:32 AM R.E. NAME: 10-0F2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 006 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 10:32 AM ESTIMATE NO. 006 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DATE OF THIS ESTIMATE 10/23/17 LOCATION PROGRESS ESTIMATE 10-CAL-4-43.8/44.3 ----------------- K.W. EMERSON, INC. IN CALAVERAS COUNTY ON STATE ROUTE 413 W SAINT CHARLES 4 FROM WHITE PINES AND BIG TREES SAN ANDREAS CA 95244 STATE PARK ENTRANCE FED. AID NO. ACST-PP00-4(152)E CONSTRUCT WALL FOR SEDIMENT CONTROL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,155.0000 2,155.00 1.000 2,155 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 37,403.0000 37,403.00 0.950 35,532 003 TIME-RELATED OVERHEAD (WDAY) WDAY 580.0000 127,600.00 10.000 5,800.00 116.000 67,280 004 CONSTRUCTION AREA SIGNS LS 3,414.0000 3,414.00 0.500 1,707 005 TRAFFIC CONTROL SYSTEM LS 305,272.0000 305,272.00 0.750 228,954 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,593.0000 15,593.00 0.750 11,694 007 JOB SITE MANAGEMENT LS 385,376.0000 385,376.00 0.750 289,032 008 PREPARE STORM WATER POLLUTION PREVENTION LS 2,734.0000 2,734.00 1.000 2,734 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 37,000.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 510.0000 17,850.00 10.000 5,100 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 4,205.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 106.0000 1,908.00 4.000 424 014 TEMPORARY FIBER ROLL LF 3.2000 18,272.00 1,850.000 5,920 015 TEMPORARY REINFORCED SILT FENCE LF 2.2000 6,116.00 1,650.000 3,630 016 STREET SWEEPING LS 115,668.0000 115,668.00 0.100 11,566.80 0.600 69,400 017 TEMPORARY CONCRETE WASHOUT LS 40,509.0000 40,509.00 0.200 8,101 018 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 737.0000 7,370.00 0.000 0 019 TEMPORARY FENCE (TYPE ESA) LF 2.4000 2,280.00 800.000 1,920 020 TREATED WOOD WASTE LB 0.3000 1,272.00 0.000 0 021 REMOVE SNOW POLE MARKER EA 47.0000 470.00 5.000 235 022 REMOVE GUARDRAIL LF 13.6000 4,488.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 10:32 AM ESTIMATE NO. 006 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 10.0000 80.00 4.000 40 024 REMOVE ROADSIDE SIGN (METAL POST) EA 61.0000 61.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,680.00 130.000 520 026 REMOVE CULVERT (LF) LF 33.5000 7,705.00 221.300 7,413.55 451.300 15,118 027 REMOVE INLET EA 337.5000 1,350.00 4.000 1,350.00 8.000 2,700 028 REMOVE HEADWALL EA 400.0000 1,200.00 3.000 1,200.00 6.000 2,400 029 RESET MILEPOST MARKER EA 45.0000 90.00 0.000 0 030 RESET SNOW POLE MARKER EA 57.5000 920.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 184,704.0000 184,704.00 0.900 166,233 032 ROADWAY EXCAVATION CY 81.9000 741,195.00 9,050.000 741,195 033 ROCK EXCAVATION CY 82.8000 321,264.00 3,800.000 314,640 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 48.5000 125,760.50 2,061.260 99,971 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) CY 74.0000 152,144.00 1,289.000 95,386.00 1,512.000 111,888 (F) 036 PERVIOUS BACKFILL MATERIAL (RETAINING CY 162.0000 26,892.00 115.600 18,727.20 115.600 18,727 (F) WALL) 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,701.0000 10,206.00 1.000 1,701 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0500 41,475.00 0.000 0 039 HYDROMULCH SQFT 0.1200 7,824.00 47,581.000 5,709 040 FIBER ROLLS LF 6.5000 36,335.00 2,255.000 14,657 041 COMPOST SQFT 0.2700 17,604.00 39,500.000 10,665 042 CLASS 2 AGGREGATE BASE (CY) CY 94.2000 102,678.00 858.550 80,875 043 PREPAVING INERTIAL PROFILER LS 3,957.0000 3,957.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 130.0000 283,400.00 534.250 69,452 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 32.1000 6,741.00 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 5.1000 9,384.00 0.000 0 (MISCELLANEOUS AREA) 047 TACK COAT TON 425.0000 2,125.00 1.040 442 048 STRUCTURAL CONCRETE, RETAINING WALL CY 2,228.0000 1,918,308.00 104.900 233,717.20 624.100 1,390,494 (F) 049 MINOR CONCRETE (MINOR STRUCTURE) CY 1,756.0000 61,460.00 26.930 47,289.08 26.930 47,289 (F) PROGRAM CAS145 PAGE 3 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 10:32 AM ESTIMATE NO. 006 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ARCHITECTURAL TREATMENT SQFT 47.0000 25,756.00 547.200 25,718.40 547.200 25,718 (F) 051 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 153,466.30 84,435.000 109,765 (F) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 45.00 0.000 0 (0.063"-UNFRAMED) 053 ROADSIDE SIGN - ONE POST EA 283.5000 2,268.00 0.000 0 054 ROADSIDE SIGN - TWO POST EA 595.0000 595.00 0.000 0 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 432.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 420.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 057 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 374.00 0.000 0 058 PREPARE AND STAIN CONCRETE SQFT 6.5000 109,850.00 0.000 0 059 18" REINFORCED CONCRETE PIPE LF 252.0000 17,136.00 44.500 11,214.00 44.500 11,214 (CLASS III, RUBBER GASKET JOINT) 060 24" REINFORCED CONCRETE PIPE LF 143.0000 40,040.00 104.200 14,900.60 204.200 29,200 (CLASS III, RUBBER GASKET JOINT) 061 36" REINFORCED CONCRETE PIPE LF 259.0000 18,130.00 69.700 18,052.30 109.700 28,412 (CLASS III, RUBBER GASKET JOINT) 062 CLASS 1 PERMEABLE MATERIAL CY 168.0000 1,344.00 6.040 1,014.72 6.040 1,014 063 FILTER FABRIC (CLASS A) SQYD 5.0000 465.00 70.400 352.00 70.400 352 064 24" CONCRETE FLARED END SECTION EA 984.5000 3,938.00 3.000 2,953.50 3.000 2,953 065 36" CONCRETE FLARED END SECTION EA 1,320.0000 1,320.00 1.000 1,320.00 1.000 1,320 066 ROCK SLOPE PROTECTION CY 95.4000 59,148.00 0.000 0 (1/2 T, METHOD A) (CY) 067 ROCK SLOPE PROTECTION CY 139.0000 6,255.00 37.300 5,184.70 37.300 5,184 (LIGHT, METHOD B) (CY) 068 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 99.0000 13,860.00 0.000 0 (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.4000 4,266.00 96.100 518.94 96.100 518 070 MINOR CONCRETE (GUTTER) (CY) CY 397.0000 32,951.00 0.000 0 071 MINOR CONCRETE (CURB AND GUTTER) CY 440.0000 70,400.00 0.000 0 072 MISCELLANEOUS IRON AND STEEL LB 2.3000 7,958.00 2,608.000 5,998.40 2,608.000 5,998 073 DELINEATOR (CLASS 2) EA 57.0000 2,166.00 0.000 0 074 GUARD RAILING DELINEATOR EA 34.0000 204.00 0.000 0 075 OBJECT MARKER (TYPE L) EA 57.0000 171.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 10:32 AM ESTIMATE NO. 006 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 75.0000 18,750.00 0.000 0 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 204.0000 51,000.00 0.000 0 078 TRANSITION RAILING (TYPE WB-31) EA 3,969.0000 7,938.00 0.000 0 079 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,288.0000 6,576.00 0.000 0 080 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,835.0000 5,670.00 0.000 0 081 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 271.0000 602,433.00 0.000 0 (F) 082 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 3,944.00 0.000 0 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 TEMPORARY GRAVEL BAG BERM LF 7.4000 5,698.00 80.000 592 085 TEMPORARY STRAW BALE BARRIER LF 7.8000 4,524.00 36.000 280 PROGRAM CAS145 PAGE 5 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 10:32 AM ESTIMATE NO. 006 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 509,677.39 4,051,067.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 38,965.96 38,965.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 548,643.35 4,090,033.49 086 MOBILIZATION LS 122,300.0000 122,300.00 1.000 122,300 ORIGINAL CONTRACT AMOUNT 6,609,288.80 TOTAL WORK COMPLETED 548,643.35 4,212,333.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 538,643.35 4,202,333.49 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 11/28/16 220 04/24/17 00/00/00 02/20/17 122 0 0 0 62% 55% PROGRESS IS SATISFACTORY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/17