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 11/01/17 EST. NO. 015 TIME 08:05 AM R.E. NAME: SANDERS, KAREN 01-0B27U4 --------------------------------------------------------------------------- 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 11/01/17 EST. NO. 015 TIME 08:05 AM R.E. NAME: SANDERS, KAREN 01-0B27U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B27U4 TIME 08:05 AM ESTIMATE NO. 015 BID OPENING 04/05/16 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 11/01/17 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 01-DN-101-14.9/15.3 ------------------------------ STEWART ENGINEERING INC IN DEL NORTE COUNTY ABOUT 10 MILES 4839 CATERPILLAR ROAD NORTH OF KLAMATH FROM 2.2 MILES TO REDDING CA 96003 2.6 MILES NORTH OF WILSON CREEK BRIDGE FED. AID NO. STPE-R19C(400)4E ,STPE-R215(100)4E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ 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 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.900 4,950 003 TRAFFIC CONTROL SYSTEM LS 113,200.0000 113,200.00 1.000 113,200 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 23.0000 552.00 24.000 552 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.8800 1,728.00 642.000 1,848 006 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 1,092.00 22.000 1,144 007 TEMPORARY SIGNAL SYSTEM LS 104,000.0000 104,000.00 1.000 104,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,100.0000 6,100.00 1.000 6,100 009 TEMPORARY RAILING (TYPE K) LF 52.0000 32,240.00 980.000 50,960 010 TEMPORARY CRASH CUSHION SYSTEM EA 6,900.0000 27,600.00 4.000 27,600 011 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 0.750 1,500 013 TEMPORARY MULCH SQYD 13.8000 9,246.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 0.000 0 015 TEMPORARY FIBER ROLL LF 6.0000 2,400.00 0.000 0 016 TEMPORARY SILT FENCE LF 5.7000 4,845.00 568.000 3,237 017 STREET SWEEPING LS 18,000.0000 18,000.00 1.000 18,000 018 TEMPORARY CONCRETE WASHOUT LS 10,400.0000 10,400.00 0.750 7,800 019 DESTROY WELL EA 2,080.0000 8,320.00 0.000 0 020 REMOVE PAINTED PAVEMENT MARKING SQFT 18.0000 432.00 0.000 0 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,040.00 1,460.000 2,190 022 REMOVE PAVEMENT MARKER EA 5.0000 550.00 62.000 310 PROGRAM CAS145 PAGE 2 DATE 11/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B27U4 TIME 08:05 AM ESTIMATE NO. 015 BID OPENING 04/05/16 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 11/01/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 2,340.00 0.000 0 024 REMOVE RETAINING WALL (PORTION) (LS) LS 21,000.0000 21,000.00 1.000 21,000 025 SALVAGE CONCRETE BARRIER (TYPE K) LF 10.0000 4,200.00 320.000 3,200 026 RECONSTRUCT GUARDRAIL LF 28.0000 11,200.00 0.000 0 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 19,980.00 0.000 0 028 SALVAGE CRASH CUSHION MODULES EA 115.0000 1,610.00 14.000 1,610 029 RESET TEMPORARY RAILING (TYPE K) LF 6.0000 3,480.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 9,600.0000 9,600.00 1.000 9,600 031 ROADWAY EXCAVATION CY 40.0000 72,000.00 1,800.000 72,000 032 SHOULDER BACKING TON 75.0000 2,250.00 0.000 0 033 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 156.0000 17,472.00 112.000 17,472 (F) 034 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 86.0000 45,408.00 528.000 45,408 (F) 035 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 630.0000 2,520.00 4.000 2,520 (F) 036 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 175.0000 12,600.00 72.000 12,600 (F) 037 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 250.0000 57,000.00 236.000 59,000 038 LEAN CONCRETE BACKFILL CY 250.0000 12,000.00 51.000 12,750 039 HYDROMULCH SQFT 0.1800 1,422.00 0.000 0 040 FIBER ROLLS LF 7.0000 3,220.00 0.000 0 041 STRAW SQFT 0.1600 1,264.00 4,980.000 796 042 HYDROSEED SQFT 0.2900 2,291.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 160.0000 243,200.00 0.000 0 044 HOT MIX ASPHALT-OPEN GRADED TON 200.0000 50,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 045 ASPHALT BINDER TON 5,065.0000 1,013.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 046 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 60.0000 7,800.00 0.000 0 (PAVING FABRIC) 047 CENTERLINE RUMBLE STRIP STA 80.0000 880.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.0000 7,020.00 0.000 0 049 TACK COAT TON 690.0000 2,070.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B27U4 TIME 08:05 AM ESTIMATE NO. 015 BID OPENING 04/05/16 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 11/01/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GROUND ANCHOR (SUBHORIZONTAL) EA 6,500.0000 286,000.00 44.000 286,000 051 SOIL NAIL LF 48.0000 561,600.00 11,700.000 561,600 052 STEEL SOLDIER PILE(HP 10X42) LF 92.0000 58,696.00 652.930 60,069 053 STEEL SOLDIER PILE (HP 14 X 117) LF 114.0000 205,200.00 1,800.000 205,200 054 30" DRILLED HOLE LF 120.0000 183,600.00 1,911.000 229,320 055 STRUCTURAL CONCRETE (WALER) CY 1,200.0000 87,600.00 73.000 87,600 (F) 056 STRUCTURAL CONCRETE (PILE CAP) CY 3,070.0000 18,420.00 5.600 17,192 (F) 057 STRUCTURAL CONCRETE (SOIL NAIL WALL) CY 1,160.0000 158,920.00 104.250 120,930 (F) 058 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,100.0000 156,200.00 134.900 148,390 (F) 059 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.5000 27,600.00 18,400.000 27,600 (F) 060 BAR REINFORCING STEEL-EPOXY COATED LB 2.5000 1,475.00 590.000 1,475 (F) (PILE CAP) 061 BAR REINFORCING STEEL-EPOXY COATED LB 1.6000 32,640.00 20,400.000 32,640 (F) (WALER) 062 STRUCTURAL SHOTCRETE CY 800.0000 92,000.00 115.000 92,000 (F) 063 TIMBER LAGGING MFBM 5,000.0000 210,000.00 19.000 95,000.00 42.000 210,000 (F) 064 CLEAN AND PAINT STEEL SOLDIER PILING LS 81,600.0000 81,600.00 1.000 81,600 065 PREPARE AND STAIN CONCRETE SQFT 8.3000 13,197.00 1,606.480 13,333 066 18" ALTERNATIVE PIPE CULVERT LF 320.0000 2,560.00 0.000 0 067 24" ALTERNATIVE PIPE CULVERT LF 190.0000 6,080.00 0.000 0 068 CLASS 1 PERMEABLE MATERIAL (TYPE B) CY 78.0000 9,048.00 116.000 9,048 069 ROCK SLOPE PROTECTION (NO. 2, METHOD B) TON 172.0000 1,032.00 0.000 0 (TON) 070 MINOR CONCRETE (GUTTER) (LF) LF 48.0000 10,176.00 0.000 0 071 GUARD RAILING DELINEATOR EA 34.0000 442.00 0.000 0 072 MIDWEST GUARDRAIL SYSTEM LF 40.0000 2,520.00 0.000 0 073 CABLE RAILING LF 62.0000 16,678.00 0.000 0 (F) 074 TRANSITION RAILING (TYPE WB-31) EA 4,800.0000 9,600.00 0.000 0 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,400.0000 6,800.00 0.000 0 076 CALIFORNIA ST-10 BRIDGE RAILING LF 320.0000 94,720.00 281.200 89,984 (MODIFIED) WITH BICYCLE RAILING PROGRAM CAS145 PAGE 4 DATE 11/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B27U4 TIME 08:05 AM ESTIMATE NO. 015 BID OPENING 04/05/16 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 11/01/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 5,405.00 0.000 0 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1700 951.00 0.000 0 079 PAVEMENT MARKER EA 17.0000 1,870.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 11/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B27U4 TIME 08:05 AM ESTIMATE NO. 015 BID OPENING 04/05/16 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 11/01/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 95,000.00 2,911,831.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 460,228.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 95,000.00 3,372,059.71 080 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 3,695,715.00 TOTAL WORK COMPLETED 95,000.00 3,722,059.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 95,000.00 3,722,059.71 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 05/26/16 120 07/21/16 07/21/16 09/18/17 149 308 10 0 92% 100% PROGRESS IS SATISFACTORY 7-DAY CALENDAR; CCO DEF SANDERS, KAREN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/01/17