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 05/22/15 EST. NO. 002 TIME 02:43 PM R.E. NAME: HISLOP, SCOTT 04-3G1204 --------------------------------------------------------------------------- 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 0001 525.28 E.W. @ F.A.(+) 040815 N 48FL 0 0002 856.21 040915 N 49FL 0 0003 1,027.18 041015 N 410FL0 0004 760.74 050715 N 57FL 0 0005 438.73 051215 N 512FL0 3,608.14 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,608.14 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 05/22/15 EST. NO. 002 TIME 02:43 PM R.E. NAME: HISLOP, SCOTT 04-3G1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G1204 TIME 02:43 PM ESTIMATE NO. 002 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 05/22/15 LOCATION RERUN PROGRESS ESTIMATE 04-SON-128-1.2/1.3 ----------------------- GRANITE CONSTRUCTION COMPANY IN SONOMA COUNTY NEAR CLOVERDALE 1324 S. STATE STREET ABOUT 3.1 MILES WEST OF NORTH UKIAH CA 95482 CLOVERDALE BOULEVARD FED. AID NO. STP-P128(54)E CONSTRUCT SOLDIER PILE WALL & CLVRT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 750.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.250 1,000.00 1.000 4,000 003 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.800 32,000.00 1.000 40,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.6500 1,898.00 0.000 0 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.5000 204.00 0.000 0 006 CHANNELIZER (SURFACE MOUNTED) EA 54.0000 1,404.00 0.000 0 007 TEMPORARY SIGNAL SYSTEM LS 133,000.0000 133,000.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.800 8,000.00 1.000 10,000 009 TEMPORARY RAILING (TYPE K) LF 25.0000 8,000.00 80.000 2,000 010 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 0.000 0 011 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 0.800 5,600.00 1.000 7,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.750 562 013 TEMPORARY REINFORCED SILT FENCE LF 15.0000 3,900.00 100.000 1,500.00 250.000 3,750 014 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.750 750.00 1.000 1,000 015 TEMPORARY FENCE (TYPE ESA) LF 7.0000 1,820.00 110.000 770.00 260.000 1,820 016 HEALTH AND SAFETY PLAN LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500 017 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 5.1000 5,253.00 936.000 4,773.60 936.000 4,773 (HAZARDOUS WASTE) 018 REMOVE GUARDRAIL LF 14.0000 3,360.00 240.000 3,360.00 240.000 3,360 019 REMOVE PAVEMENT MARKER EA 3.0000 150.00 50.000 150.00 50.000 150 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 10,920.00 910.000 10,920.00 910.000 10,920 021 RESET TEMPORARY RAILING (TYPE K) LF 3.0000 960.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 05/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G1204 TIME 02:43 PM ESTIMATE NO. 002 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 05/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 85.0000 5,525.00 65.000 5,525.00 65.000 5,525 024 GROUT INJECTION POINTS EA 195.0000 9,750.00 50.000 9,750.00 50.000 9,750 025 COMPACTION GROUTING CF 15.0000 2,700.00 112.000 1,680.00 112.000 1,680 026 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 150.0000 9,150.00 46.000 6,900.00 61.000 9,150 (F) 027 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 15,600.00 104.000 15,600.00 104.000 15,600 (F) 028 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 170.0000 45,900.00 105.000 17,850.00 270.000 45,900 (F) 029 LEAN CONCRETE BACKFILL CY 80.0000 5,760.00 63.000 5,040.00 72.000 5,760 (F) 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 1.000 1,200.00 1.000 1,200 031 HYDROMULCH SQFT 0.0800 100.00 2,500.000 200.00 2,500.000 200 032 FIBER ROLLS LF 4.9500 1,237.50 250.000 1,237.50 250.000 1,237 033 STRAW SQFT 0.0500 62.50 1,800.000 90.00 1,800.000 90 034 HYDROSEED SQFT 0.4100 512.50 2,500.000 1,025.00 2,500.000 1,025 035 HOT MIX ASPHALT (TYPE A) TON 88.0000 22,880.00 229.950 20,235.60 285.840 25,153 036 TACK COAT TON 650.0000 650.00 0.560 364.00 0.560 364 037 STEEL SOLDIER PILE(W18X211) LF 210.0000 393,750.00 475.000 99,750.00 1,875.000 393,750 038 30" DRILLED HOLE LF 45.0000 74,880.00 647.000 29,115.00 1,664.000 74,880 039 TIMBER LAGGING MFBM 4,000.0000 64,000.00 14.140 56,560.00 14.140 56,560 (F) 040 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 0.950 28,500 041 24" CORRUGATED STEEL PIPE (.079" THICK) LF 275.0000 12,100.00 40.000 11,000 042 8" NON-PERFORATED PLASTIC PIPE LF 45.0000 8,100.00 171.000 7,695 UNDERDRAIN 043 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 6,750.00 138.000 6,210 044 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 80.0000 2,560.00 32.000 2,560 045 8"STEEL FLARED END SECTION EA 100.0000 100.00 1.000 100 046 24" STEEL FLARED END SECTION EA 140.0000 140.00 1.000 140 047 ROCK SLOPE PROTECTION CY 100.0000 1,200.00 12.000 1,200 (LIGHT, METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 30.00 30.000 30 049 DELINEATOR (CLASS 1) EA 50.0000 2,400.00 48.000 2,400.00 48.000 2,400 PROGRAM CAS145 PAGE 3 DATE 05/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G1204 TIME 02:43 PM ESTIMATE NO. 002 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 05/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 8,880.00 237.500 8,787.50 237.500 8,787 051 CABLE RAILING LF 31.0000 7,657.00 234.000 7,254.00 234.000 7,254 (F) 052 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,850.0000 5,700.00 2.000 5,700.00 2.000 5,700 053 THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 5,880.00 2,772.000 5,544.00 2,772.000 5,544 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 640.00 60.000 600.00 60.000 600 PROGRAM CAS145 PAGE 4 DATE 05/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G1204 TIME 02:43 PM ESTIMATE NO. 002 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 05/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 372,856.20 839,382.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,608.14 3,608.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 376,464.34 842,990.16 055 MOBILIZATION LS 101,000.0000 101,000.00 0.050 5,050.00 1.000 101,000 ORIGINAL CONTRACT AMOUNT 1,099,963.50 TOTAL WORK COMPLETED 381,514.34 943,990.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 381,514.34 943,990.16 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 01/12/15 120 03/09/15 03/23/15 09/15/15 38 12 0 0 96% 32% PROGRESS IS SATISFACTORY HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/15