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 07/25/16 EST. NO. 018 TIME 09:25 AM R.E. NAME: ORTIZ, AL 01-474904 --------------------------------------------------------------------------- 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 07/25/16 EST. NO. 018 TIME 09:25 AM R.E. NAME: ORTIZ, AL 01-474904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 008 RECEIVED FHWA 1391 10,000.00 009 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 3/15 -1,000.00 001 RTN DEDUCT 3/15 1,000.00 003 PER LTR DATED 10/15 -10,000.00 009 RTN DEDUCT 10/15 10,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 LOCATION PROGRESS ESTIMATE 01-MEN-1-70.5/ .0 ----------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR WESTPORT 1324 S. STATE STREET FROM 0.8 MI NORTH OF TEN MILE RIVER UKIAH CA 95482 BRIDGE TO 4.2 MI SOUTH OF BLUE SLIDE GULCH BRIDGE FED. AID NO. ER-43M6(4)E 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 2,300.0000 2,300.00 1.000 2,300 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 372,000.00 173.000 207,600 003 CONSTRUCTION AREA SIGNS LS 4,200.0000 4,200.00 0.900 3,780 004 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.638 38,280 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 990.00 23.000 230 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 4,610.00 190.000 190 007 CHANNELIZER (SURFACE MOUNTED) EA 2.0000 16.00 8.000 16 008 TEMPORARY SIGNAL AND LIGHTING LS 210,000.0000 210,000.00 0.900 189,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 010 TEMPORARY RAILING (TYPE K) LF 25.0000 24,000.00 1,320.000 33,000 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 1,650.00 3.000 450 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,000.0000 4,000.00 3.000 6,000 013 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.638 9,570 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 37,000.00 14.000 7,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 27,000.00 1.000 600 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 TEMPORARY EROSION CONTROL BLANKET SQYD 4.8500 13,240.50 187.000 906 019 MOVE-IN/MOVE-OUT EA 1,250.0000 11,250.00 5.000 6,250 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 1,545.50 12,626.000 6,944 021 TEMPORARY COVER SQYD 4.0000 11,240.00 3,573.000 14,292 022 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 175.00 2.000 350 PROGRAM CAS145 PAGE 2 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.0500 18,208.50 573.000 1,747 024 TEMPORARY GRAVEL BAG BERM LF 9.5000 1,140.00 277.000 2,631 025 TEMPORARY LARGE SEDIMENT BARRIER LF 18.8000 19,176.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 7,500.00 1.000 2,500 027 STREET SWEEPING LS 18,000.0000 18,000.00 0.638 11,484 028 TEMPORARY CONCRETE WASHOUT LS 2,700.0000 2,700.00 0.847 2,286 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,040.0000 18,720.00 0.000 0 030 WATER QUALITY MONITORING REPORT EA 570.0000 10,260.00 1.000 570 031 TEMPORARY FENCE (TYPE ESA) LF 2.2000 4,884.00 3,200.000 7,040 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 4,480.00 1,000.000 2,000 STRIPE (HAZARDOUS WASTE) 033 ABANDON CULVERT (LF) LF 20.0000 600.00 0.000 0 034 REMOVE FENCE (TYPE WM) LF 4.0000 9,680.00 1,690.000 6,760 035 REMOVE GATE EA 300.0000 300.00 1.000 300 036 REMOVE MARKER EA 1.0000 1.00 1.000 1 037 REMOVE METAL BEAM GUARD RAILING LF 7.0000 2,520.00 428.000 2,996 038 REMOVE PAVEMENT MARKER EA 2.0000 188.00 94.000 188 039 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 875.00 7.000 875 040 REMOVE CULVERT (EA) EA 620.0000 620.00 1.000 620 041 REMOVE BASE AND SURFACING CY 5.0000 700.00 0.000 0 042 RESET ALTERNATIVE TEMPORARY CRASH EA 550.0000 1,100.00 0.000 0 CUSHION 043 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 3,200.00 0.000 0 045 RESET TEMPORARY RAILING (TYPE K) LF 4.0000 3,440.00 0.000 0 046 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.900 36,000 047 ROADWAY EXCAVATION CY 35.0000 191,450.00 4,265.000 149,275 048 SHOULDER BACKING TON 48.0000 4,560.00 0.000 0 049 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 30.0000 20,100.00 603.000 18,090 (F) PROGRAM CAS145 PAGE 3 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 35.0000 12,845.00 367.000 12,845 (F) 051 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 250.0000 131,500.00 526.000 131,500 (F) 052 LEAN CONCRETE BACKFILL CY 350.0000 86,800.00 248.000 86,800 (F) 053 IMPORTED BORROW (CY) CY 20.0000 42,400.00 2,059.000 41,180 054 GEOSYNTHETIC REINFORCED EMBANKMENT CY 25.0000 40,250.00 1,610.000 40,250 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,500.0000 7,500.00 1.000 2,500 056 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.6000 9,000.00 11,000.000 6,600 (SQFT) 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9500 14,250.00 11,000.000 10,450 058 HYDROMULCH SQFT 0.0500 1,850.00 13,000.000 650 059 FIBER ROLLS LF 4.2500 4,250.00 125.000 531 060 STRAW SQFT 0.0600 1,680.00 13,000.000 780 061 HYDROSEED SQFT 0.1400 5,180.00 13,000.000 1,820 062 COMPOST SQFT 0.6200 22,940.00 13,000.000 8,060 063 INCORPORATE MATERIALS SQFT 0.4200 3,780.00 0.000 0 064 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 133,000.00 1,148.000 57,400 065 HOT MIX ASPHALT (TYPE A) TON 130.0000 335,400.00 403.600 52,468 066 HOT MIX ASPHALT (OPEN GRADED) TON 130.0000 37,700.00 0.000 0 067 CENTERLINE RUMBLE STRIP STA 400.0000 4,400.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.5000 1,680.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.5000 4,410.00 0.000 0 070 PLACE HOT MIX ASPHALT SQYD 100.0000 300.00 0.000 0 (MISCELLANEOUS AREA) 071 TACK COAT TON 1,200.0000 2,400.00 0.000 0 072 GROUND ANCHOR (SUBHORIZONTAL) EA 4,500.0000 540,000.00 120.000 540,000 073 36" DRILLED HOLE LF 85.0000 228,650.00 2,690.000 228,650 074 STEEL SOLDIER PILE(W14X74) LF 97.0000 649,609.00 6,697.000 649,609 075 STRUCTURAL CONCRETE,PILASTER CY 1,400.0000 145,600.00 104.000 145,600 (F) 076 STRUCTURAL CONCRETE, BARRIER SLAB CY 950.0000 290,700.00 144.000 136,800.00 144.000 136,800 (F) PROGRAM CAS145 PAGE 4 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (EPOXY COATED) LB 5.0000 45,795.00 4,579.500 22,897.50 9,159.000 45,795 (F) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 702.00 0.000 0 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 416.00 0.000 0 (0.080"-UNFRAMED) 080 METAL (ROADSIDE SIGN) LB 10.0000 250.00 0.000 0 081 METAL (RAIL MOUNTED SIGN) LB 15.0000 2,400.00 0.000 0 082 ROADSIDE SIGN - ONE POST EA 247.0000 2,223.00 0.000 0 083 TREATED TIMBER LAGGING MFBM 2,600.0000 174,200.00 67.000 174,200 (F) 084 CLEAN AND PAINT STEEL SOLDIER PILING LS 100,000.0000 100,000.00 1.000 100,000 085 8"PLASTIC PIPE LF 4.0000 120.00 85.000 340 086 48" REINFORCED CONCRETE PIPE LF 500.0000 15,000.00 70.000 35,000 087 8"PERFORATED PLASTIC PIPE UNDERDRAIN LF 4.0000 1,840.00 648.000 2,592 (DEEP) 088 CLASS 1 PERMEABLE MATERIAL(TYPE B) CY 65.0000 17,420.00 268.000 17,420 089 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 85.0000 16,320.00 114.000 9,690 090 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 180.0000 2,520.00 0.000 0 091 12" ENTRANCE TAPER EA 350.0000 350.00 0.000 0 092 12" DOWNDRAIN SLIP JOINT EA 300.0000 300.00 0.000 0 093 12" ANCHOR ASSEMBLY EA 130.0000 130.00 0.000 0 094 48" CONCRETE FLARED END SECTION EA 3,400.0000 3,400.00 1.000 3,400 095 DELINEATOR (CLASS 1) EA 50.0000 2,600.00 0.000 0 096 MILEPOST MARKER EA 50.0000 50.00 0.000 0 097 MARKER (CULVERT) EA 50.0000 100.00 0.000 0 098 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.0000 15,120.00 0.000 0 099 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 21,000.00 0.000 0 100 TRANSITION RAILING (TYPE WB-31) EA 4,550.0000 9,100.00 0.000 0 101 END CAP (TYPE TC) EA 250.0000 500.00 0.000 0 102 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,075.0000 6,150.00 0.000 0 103 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,575.0000 5,150.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CALIFORNIA ST-10 BRIDGE RAIL(MODIFIED) LF 265.0000 191,860.00 359.000 95,135.00 359.000 95,135 (F) WITH BICYCLE RAILING 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,320.00 0.000 0 106 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 470.00 0.000 0 107 PAINT PAVEMENT MARKING (2-COAT) SQFT 7.5000 1,200.00 0.000 0 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 800.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474904 TIME 09:25 AM ESTIMATE NO. 018 BID OPENING 06/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/16 R.E. NAME: ORTIZ, AL DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 254,832.50 3,430,189.55 ADJUSTMENT OF COMPENSATION 0.00 75,913.00 EXTRA WORK 0.00 149,013.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 254,832.50 3,655,115.88 109 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,110,299.50 TOTAL WORK COMPLETED 254,832.50 4,155,115.88 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 254,832.50 4,155,115.88 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 08/06/14 250 03/02/15 09/30/14 09/26/16 207 241 4 0 78% 81% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/24/15. ORTIZ, AL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/16