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 10/24/17 EST. NO. 008 TIME 11:25 AM R.E. NAME: SANDERS, KAREN 01-0B2804 --------------------------------------------------------------------------- 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 10/24/17 EST. NO. 008 TIME 11:25 AM R.E. NAME: SANDERS, KAREN 01-0B2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B2804 TIME 11:25 AM ESTIMATE NO. 008 BID OPENING 05/10/16 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: SANDERS, KAREN DATE OF THIS ESTIMATE 10/24/17 LOCATION PROGRESS ESTIMATE 01-DN-101-17.4/ .0 ----------------- J.F. SHEA CONSTRUCTION, INC. IN DEL NORTE COUNTY ABOUT 10 MILES 17400 CLEAR CREEK ROAD SOUTH OF CRESCENT CITY AT 2.8 MILES REDDING CA 96049 NORTH OF MILL CREEK PARK ENTRANCE RD#8068 FED. AID NO. STP-ER ( ) ,19C6-004E( ) RECONSTRUCT ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,740.0000 2,740.00 1.000 2,740 002 CONSTRUCTION AREA SIGNS LS 5,207.0000 5,207.00 0.750 3,905 003 TRAFFIC CONTROL SYSTEM LS 111,210.4000 111,210.40 0.160 17,793.66 0.907 100,867 004 TYPE III BARRICADE EA 10.5000 42.00 4.000 42 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 11.0000 264.00 24.000 264 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.5000 2,025.00 1,022.000 2,555 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 115.000 4,600 008 TEMPORARY SIGNAL SYSTEM LS 163,351.0000 163,351.00 0.957 156,326 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,415.0000 10,415.00 0.160 1,666.40 0.907 9,446 010 TEMPORARY RAILING (TYPE K) LF 52.0000 42,640.00 900.000 46,800 011 TEMPORARY CRASH CUSHION SYSTEM EA 7,127.0000 49,889.00 5.000 35,635 012 JOB SITE MANAGEMENT LS 25,147.0000 25,147.00 0.160 4,023.52 0.907 22,808 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 636.0000 636.00 0.750 477 014 TEMPORARY MULCH SQYD 5.0000 8,000.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 500.00 0.000 0 016 TEMPORARY FIBER ROLL LF 8.0000 8,000.00 0.000 0 017 TEMPORARY SILT FENCE LF 5.0000 2,750.00 165.000 825 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,290.0000 2,290.00 0.000 0 019 STREET SWEEPING LS 32,890.0000 32,890.00 0.160 5,262.40 0.907 29,831 020 TEMPORARY CONCRETE WASHOUT LS 3,749.0000 3,749.00 0.500 1,874 021 ABANDON CULVERT (LF) LF 89.0000 2,937.00 33.000 2,937.00 33.000 2,937 022 DESTROY WELL EA 734.0000 6,606.00 9.000 6,606 PROGRAM CAS145 PAGE 2 DATE 10/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B2804 TIME 11:25 AM ESTIMATE NO. 008 BID OPENING 05/10/16 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: SANDERS, KAREN DATE OF THIS ESTIMATE 10/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 120.00 0.000 0 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,420.00 1,832.000 2,748 025 REMOVE PAVEMENT MARKER EA 9.0000 846.00 0.000 0 026 REMOVE CULVERT (LF) LF 44.0000 3,608.00 82.000 3,608.00 82.000 3,608 027 REMOVE INLET EA 1,113.0000 1,113.00 1.000 1,113.00 1.000 1,113 028 REMOVE HEADWALL EA 3,561.0000 3,561.00 1.000 3,561.00 1.000 3,561 029 RESET MARKER EA 203.0000 609.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 6,800.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 10,017.0000 10,017.00 0.500 5,008 032 ROADWAY EXCAVATION CY 40.0000 144,000.00 407.200 16,288.00 3,472.700 138,908 033 SHOULDER BACKING TON 49.0000 1,470.00 0.000 0 034 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 35.0000 64,925.00 1,855.000 64,925 (F) 035 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 46.0000 30,958.00 47.000 2,162.00 395.000 18,170 (F) 036 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 184.0000 30,912.00 192.300 35,383 (F) 037 LEAN CONCRETE BACKFILL CY 113.0000 14,916.00 136.800 15,458 (F) 038 WOOD MULCH CY 87.0000 10,440.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 15,840.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 182.0000 70,980.00 0.000 0 041 HOT MIX ASPHALT-OPEN GRADED TON 270.0000 67,500.00 0.000 0 (OPEN GRADED FRICTION COURSE) 042 ASPHALT BINDER TON 622.0000 311.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 043 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 460.00 0.000 0 (PAVING FABRIC) 044 RUMBLE STRIP STA 140.0000 1,680.00 0.000 0 045 CENTERLINE RUMBLE STRIP STA 140.0000 1,540.00 0.000 0 046 TACK COAT TON 700.0000 1,400.00 0.000 0 047 GROUND ANCHOR (SUBHORIZONTAL) EA 2,787.0000 256,404.00 11.000 30,657.00 92.000 256,404 048 STEEL SOLDIER PILE (HP 12 X 84) LF 111.0000 282,495.00 2,805.000 311,355 049 24" DRILLED HOLE LF 105.0000 268,905.00 3,008.000 315,840 PROGRAM CAS145 PAGE 3 DATE 10/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B2804 TIME 11:25 AM ESTIMATE NO. 008 BID OPENING 05/10/16 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: SANDERS, KAREN DATE OF THIS ESTIMATE 10/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BARRIER SLAB CY 576.0000 225,792.00 0.000 0 (F) 051 STRUCTURAL CONCRETE,WALER CY 461.0000 75,604.00 156.000 71,916 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 4,592.0000 12,398.40 1.800 8,265.60 1.800 8,265 (F) 053 BAR REINFORCING STEEL LB 2.0000 62,836.00 31,418.000 62,836 (F) (EPOXY COATED)(WALER) 054 TIMBER LAGGING MFBM 7,208.0000 389,232.00 54.000 389,232 (F) 055 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,604.0000 54,604.00 0.300 16,381.20 0.800 43,683 056 24" ALTERNATIVE PIPE CULVERT LF 92.0000 10,120.00 107.000 9,844.00 107.000 9,844 057 ROCK SLOPE PROTECTION CY 171.0000 1,710.00 7.500 1,282.50 7.500 1,282 (FACING, METHOD B) (CY) 058 MINOR CONCRETE (CURB) (CY) CY 5,558.0000 2,223.20 0.000 0 059 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,195.00 239.000 1,195.00 239.000 1,195 (F) 060 OBJECT MARKER (TYPE P) EA 110.0000 110.00 0.000 0 061 TRANSITION RAILING (TYPE WB-31) EA 6,578.0000 6,578.00 0.000 0 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,934.0000 4,934.00 0.000 0 063 CALIFORNIA ST-10 BRIDGE RAIL LF 338.0000 169,676.00 0.000 0 (F) (MODIFIED) 064 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,840.00 0.000 0 065 PAVEMENT MARKER EA 21.0000 1,974.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B2804 TIME 11:25 AM ESTIMATE NO. 008 BID OPENING 05/10/16 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: SANDERS, KAREN DATE OF THIS ESTIMATE 10/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 126,040.28 2,189,277.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 37,200.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 126,040.28 2,226,477.97 066 MOBILIZATION LS 292,156.0000 292,156.00 1.000 292,156 ORIGINAL CONTRACT AMOUNT 3,098,901.00 TOTAL WORK COMPLETED 126,040.28 2,518,633.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 126,040.28 2,518,633.97 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 06/23/16 150 08/21/16 08/21/16 11/10/17 132 294 7 0 75% 84% PROGRESS IS SATISFACTORY 7-DAY CALENDAR SANDERS, KAREN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/17