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 03/10/16 EST. NO. 009 TIME 11:06 AM R.E. NAME: BAKER, SCOTT 01-488604 --------------------------------------------------------------------------- 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 0059 351.76 E.W. @ F.A.(+) 051515 N 0117.0 0060 520.28 062515 N 0118.0 0061 958.25 083115 N 0119.0 002 0004 100.41 E.W. @ F.A.(+) 120115 N 103 0 004 0003 8,083.10 A.C. @ U.P.(+) 120215 N 105 0 10,013.80 TOTAL THIS ESTIMATE 237,264.99 TOTAL PREVIOUS ESTIMATE 247,278.79 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 03/10/16 EST. NO. 009 TIME 11:06 AM R.E. NAME: BAKER, SCOTT 01-488604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 008 REC'D FNL CEM4401 10,000.00 009 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 008 REC'D CEM2402F 10,000.00 009 10,000.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -1,000.00 008 RTN CERTIFIED PYRLS 1,000.00 009 1,000.00 0.00 TOTAL DEDUCTIONS 21,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 LOCATION RERUN SEMI-FINAL ESTIMATE 01-LAK-20-8.1/8.6 ------------------------- GHILOTTI CONSTRUCTION COMPANY, IN LAKE COUNTY NEAR UPPER LAKE ON INC. ROUTE 20 FROM 0.3 MILE WEST TO 0.3 246 GHILOTTI AVENUE MILE EAST OF ROUTE 29 AND ON ROUTE SANTA ROSA CA 95407 29 FROM 0.2 MILE SOUTH OF ROUTE 20 TO ROUTE 20 FED. AID NO. HSNH-X033(78)E IMPROVE INTERSECTION ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500 003 TRAFFIC CONTROL SYSTEM LS 330,000.0000 330,000.00 1.000 330,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,320.00 400.000 1,200 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 16,125.00 17,017.000 12,762 006 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 170.000 5,100 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 008 TEMPORARY PORTABLE LIGHT TOWER EA 10,000.0000 20,000.00 4.000 40,000 009 TEMPORARY PORTABLE RADAR FEEDBACK EA 4,000.0000 12,000.00 3.000 12,000 SIGN 010 TEMPORARY RAILING (TYPE K) LF 35.0000 37,100.00 1,040.000 36,400 011 RELOCATE TEMPORARY RAIL(TYPE K) LF 7.0000 4,200.00 320.000 2,240 012 RESET TEMPORARY RAILING (TYPE K) LF 7.0000 3,920.00 0.000 0 013 ALTERNATE TEMPORARY CRASH CUSHION EA 5,000.0000 10,000.00 3.000 15,000 014 RELOCATE ALTERNATIVE TEMPORARY EA 500.0000 1,500.00 3.000 1,500 CRASH CUSHION 015 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 36.000 18,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 3,600.00 18.000 3,600 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 020 MOVE-IN/MOVE-OUT EA 400.0000 800.00 2.000 800 (TEMPORARY EROSION CONTROL) 021 TEMPORARY COVER SQYD 3.0000 10,800.00 3,600.000 10,800 022 TEMPORARY CHECK DAM LF 7.0000 5,600.00 704.000 4,928 PROGRAM CAS145 PAGE 2 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,500.00 6.000 1,500 024 TEMPORARY FIBER ROLL LF 4.0000 9,200.00 2,300.000 9,200 025 TEMPORARY GRAVEL BAG BERM LF 13.0000 2,990.00 230.000 2,990 026 STREET SWEEPING LS 1,000.0000 1,000.00 1.000 1,000 027 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 028 TEMPORARY FENCE (TYPE ESA) LF 7.0000 3,990.00 570.000 3,990 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 3,960.00 1,296.000 5,184 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 1.0000 1,630.00 1,630.000 1,630 031 ABANDON CULVERT (EA) EA 3,500.0000 3,500.00 1.000 3,500 032 REMOVE FENCE LF 4.0000 880.00 180.000 720 033 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 12,300.00 7,191.000 7,191 034 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 680.00 137.000 274 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 9,300.00 9,587.500 14,381 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,180.00 657.000 1,314 037 REMOVE PAVEMENT MARKER EA 2.0000 340.00 255.000 510 038 REMOVE ROADSIDE SIGN EA 55.0000 605.00 11.000 605 039 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,250.00 1,250.000 1,250 040 REMOVE CULVERT (EA) EA 500.0000 3,000.00 6.000 3,000 041 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000 042 REMOVE HEADWALL EA 1,000.0000 6,000.00 6.000 6,000 043 REMOVE BASE AND SURFACING CY 20.0000 49,200.00 2,178.000 43,560 044 RESET MAILBOX EA 225.0000 675.00 0.000 0 045 RELOCATE ROADSIDE SIGN EA 225.0000 1,350.00 6.000 1,350 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 10,960.00 1,363.200 10,905 047 SAND BACKFILL CY 225.0000 9,675.00 47.000 10,575 048 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 049 DUST PALLIATIVE LS 2,500.0000 2,500.00 1.000 2,500 PROGRAM CAS145 PAGE 3 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 55.0000 292,050.00 45.455 2,500.03 5,355.455 294,550 051 SHOULDER BACKING TON 175.0000 6,475.00 37.000 6,475 052 DITCH EXCAVATION CY 30.0000 25,500.00 849.700 25,491 053 ROCK BLANKET SQFT 20.0000 37,000.00 1,850.000 37,000 054 WEED CONTROL MAT(FIBER) SQYD 5.0000 700.00 140.000 700 055 GRAVEL MULCH SQFT 3.0000 1,680.00 560.000 1,680 056 BOULDER(TYPE A) EA 350.0000 2,450.00 7.000 2,450 057 BOULDER(TYPE B) EA 350.0000 3,150.00 9.000 3,150 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 2.000 1,800 059 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1000 1,310.00 13,100.000 1,310 060 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4500 5,895.00 99,022.380 44,560 061 FIBER ROLLS LF 3.0000 5,280.00 1,760.000 5,280 062 COMPOST (TYPE A) SQFT 0.3000 39,000.00 130,000.000 39,000 063 COMPOST(TYPE B) SQFT 0.7000 20,300.00 29,000.000 20,300 064 INCORPORATE MATERIALS SQFT 0.1800 5,220.00 29,000.000 5,220 065 LIME STABILIZED SOIL SQYD 14.0000 29,260.00 0.000 0 066 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 321,300.00 4,590.000 321,300 067 HOT MIX ASPHALT (TYPE A) TON 85.0000 435,200.00 4,270.930 363,029 068 MINOR HOT MIX ASPHALT TON 200.0000 10,400.00 14.500 2,900.00 139.500 27,900 069 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,000.0000 300.00 0.300 300 PAVEMENT INTERLAYER) 070 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 1,435.00 410.000 1,435 (PAVING FABRIC) 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 3,840.00 640.000 3,840 072 CURB/DIKE TRANSITION LF 6.0000 60.00 10.000 60 073 TACK COAT TON 1,600.0000 3,040.00 5.270 8,432 074 JOINTED PLAIN CONCRETE PAVEMENT CY 425.0000 161,500.00 348.600 148,155 075 JOINTED PLAIN CONCRETE PAVEMENT CY 875.0000 78,750.00 90.000 78,750 (COLORIZED) 076 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 133,800.00 66.900 133,800 (F) PROGRAM CAS145 PAGE 4 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) CY 175.0000 7,665.00 43.800 7,665 (F) 078 JOINT SEAL LF 5.5000 18,535.00 0.000 0 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,870.00 170.000 1,870 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 288.00 24.000 288 (0.080"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 4,370.00 230.000 4,370 (0.080"-FRAMED) 082 ROADSIDE SIGN - ONE POST EA 225.0000 5,400.00 3.000 675.00 27.000 6,075 083 ROADSIDE SIGN - TWO POST EA 425.0000 425.00 1.000 425 084 INSTALL ROADSIDE SIGN PANEL ON EA 55.0000 275.00 5.000 275 EXISTING POST 085 INSTALL ROADSIDE SIGN EA 1,000.0000 2,000.00 2.000 2,000 (LAMINATED WOOD BOX POST) 086 OXYDIZING STAIN SQFT 0.7000 7,770.00 11,100.000 7,770 087 ANTI-GRAFFITI COATING SQFT 5.0000 3,050.00 610.000 3,050 088 12" ALTERNATIVE PIPE CULVERT LF 75.0000 1,500.00 20.000 1,500 089 18" ALTERNATIVE PIPE CULVERT LF 100.0000 54,000.00 540.000 54,000 090 24" REINFORCED CONCRETE PIPE LF 200.0000 14,000.00 70.000 14,000 091 30" REINFORCED CONCRETE PIPE LF 125.0000 46,250.00 370.000 46,250 092 36" REINFORCED CONCRETE PIPE LF 500.0000 5,000.00 10.000 5,000 093 8"PLASTIC PIPE LF 20.0000 1,760.00 88.000 1,760 094 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 3,000.00 120.000 3,000 095 GEOCOMPOSITE DRAIN SQFT 6.0000 3,660.00 610.000 3,660 096 REDWOOD COVER EA 350.0000 350.00 1.000 350 097 30" CONCRETE FLARED END SECTION EA 800.0000 3,200.00 4.000 3,200 098 36" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 099 12" ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 1.000 150 100 18" ALTERNATIVE FLARED END SECTION EA 150.0000 2,250.00 15.000 2,250 101 36" PRECAST CONCRETE PIPE INLET LF 400.0000 1,600.00 4.000 1,600 102 SLOPE PAVING (CONCRETE) CY 8,000.0000 48,000.00 6.000 48,000 103 DETECTABLE WARNING SURFACE SQFT 30.0000 10,800.00 360.000 10,800 PROGRAM CAS145 PAGE 5 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (MISCELLANEOUS CY 750.0000 9,000.00 12.000 9,000 CONSTRUCTION) 105 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 121,500.00 267.600 120,420 106 MINOR CONCRETE (ISLAND PAVING) CY 550.0000 60,500.00 118.800 65,340 107 MINOR CONCRETE (SIDEWALK) CY 450.0000 58,500.00 130.000 58,500 108 MINOR CONCRETE (CURB RAMP) CY 1,250.0000 16,250.00 13.000 16,250 109 PRE/POST CONSTRUCTION SURVEYS EA 400.0000 4,800.00 0.000 0 110 MISCELLANEOUS IRON AND STEEL LB 1.0000 3,416.00 3,416.000 3,416 (F) 111 CHAIN LINK FENCE (TYPE CL-6) LF 36.0000 5,760.00 74.530 2,683 112 DELINEATOR (CLASS 1) EA 45.0000 1,080.00 24.000 1,080 113 MARKER (CULVERT) EA 45.0000 270.00 6.000 270 114 OBJECT MARKER (TYPE K-1) EA 75.0000 450.00 6.000 450 115 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,800.00 20,643.000 20,643 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 400.00 282.000 564 117 THERMOPLASTIC CROSSWALK AND SQFT 5.0000 3,300.00 777.000 3,885 PAVEMENT MARKING 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 1,320.00 260.000 1,430 119 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 120 LIGHTING LS 98,000.0000 98,000.00 1.000 98,000 121 TRAFFIC MONITORING STATION (COUNT) LS 9,000.0000 9,000.00 1.000 9,000 PROGRAM CAS145 PAGE 6 DATE 03/10/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488604 TIME 11:06 AM ESTIMATE NO. 009 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/15 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 03/10/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,075.03 2,913,666.83 ADJUSTMENT OF COMPENSATION 8,083.10 -22,350.20 EXTRA WORK 1,930.70 269,628.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,088.83 3,160,945.62 122 MOBILIZATION LS 320,000.0000 320,000.00 1.000 320,000 ORIGINAL CONTRACT AMOUNT 3,292,539.00 TOTAL WORK COMPLETED 16,088.83 3,480,945.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 21,000.00 0.00 TOTAL 37,088.83 3,480,945.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/03/15 175 04/27/15 03/30/15 12/02/15 146 25 -5 0 100% 100% BAKER, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 03/10/16