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 01/11/18 EST. NO. 009 TIME 02:19 PM R.E. NAME: JAVIER HUERTA 06-0R0504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0003 5,273.31 E.W. @ L.S.(+) 091917 N 0010.0 0006 11,871.20 A.C. @ L.S.(+) 010818 N 100000 17,144.51 TOTAL THIS ESTIMATE 61,385.79 TOTAL PREVIOUS ESTIMATE 78,530.30 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 01/11/18 EST. NO. 009 TIME 02:19 PM R.E. NAME: JAVIER HUERTA 06-0R0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 008 REC'D CEM-4401 10,000.00 009 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 008 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/11/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0R0504 TIME 02:19 PM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/17 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 01/11/18 LOCATION SEMI-FINAL ESTIMATE 06-TUL-198-R4.2/R4.9 ------------------- 06-TUL-198-6.8/8.3 SECURITY PAVING COMPANY, INC. IN TULARE COUNTY IN VISALIA FROM 13170 TELFAIR AVE 0.6 MILE WEST OF ROAD 80 OC TO ROAD SYLMAR CA 91342 80 OC & FROM AKERS STREET UC TO 0.2 MILE EAST OF COUNTY CENTER DRIVE OC FED. AID NO. ACNH-PGP1-9(807)1E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,250.0000 2,250.00 0.250 562.50 1.000 2,250 002 CONSTRUCTION AREA SIGNS LS 7,880.0000 7,880.00 1.000 7,880 003 TRAFFIC CONTROL SYSTEM LS 174,825.0000 174,825.00 0.001 174.83 1.000 174,825 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,610.0000 12,610.00 1.000 12,610 005 TEMPORARY RAILING (TYPE K) LF 17.0000 39,440.00 2,140.000 36,380 006 TEMPORARY CRASH CUSHION MODULE EA 180.0000 3,780.00 21.000 3,780 007 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,380.0000 3,380.00 1.000 3,380 SYSTEM 008 JOB SITE MANAGEMENT LS 6,620.0000 6,620.00 1.000 6,620 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 705.0000 705.00 1.000 705 010 TEMPORARY DRAINAGE INLET PROTECTION EA 205.0000 4,715.00 27.000 5,535 011 TEMPORARY FIBER ROLL LF 2.6000 28,340.00 2,603.000 6,767 012 TEMPORARY SILT FENCE LF 3.5000 945.00 0.000 0 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,910.0000 15,640.00 2.000 7,820 014 STREET SWEEPING LS 25,580.0000 25,580.00 1.000 25,580 015 TEMPORARY CONCRETE WASHOUT LS 5,570.0000 5,570.00 1.000 5,570 016 TEMPORARY FENCE (TYPE ESA) LF 5.5000 14,410.00 2,544.000 13,992 017 TREATED WOOD WASTE LB 0.3000 13,200.00 44,261.000 13,278 018 ABANDON CULVERT (LF) LF 54.0000 3,726.00 69.000 3,726 019 REMOVE GUARDRAIL LF 7.5000 30,075.00 4,050.000 30,375 020 REMOVE IRRIGATION FACILITY LS 4,870.0000 4,870.00 1.000 4,870 021 REMOVE ROADSIDE SIGN EA 84.0000 336.00 4.000 336 022 REMOVE ASPHALT CONCRETE DIKE LF 23.0000 414.00 20.000 460 PROGRAM CAS145 PAGE 2 DATE 01/11/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0R0504 TIME 02:19 PM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/17 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 01/11/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT (LF) LF 225.0000 675.00 3.000 675 024 SALVAGE GUARDRAIL LF 8.0000 8,720.00 1,106.000 8,848 025 REMOVE CONCRETE BARRIER LF 88.0000 4,488.00 64.000 5,632 026 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0000 8,640.00 4,350.000 8,700 027 CAP INLET EA 1,690.0000 3,380.00 2.000 3,380 028 REMOVE CRASH CUSHION (SAND FILLED) EA 565.0000 1,130.00 2.000 1,130 029 CLEARING AND GRUBBING (LS) LS 51,225.0000 51,225.00 1.000 51,225 030 ROADWAY EXCAVATION CY 67.0000 51,590.00 770.000 51,590 031 DITCH EXCAVATION CY 325.0000 877.50 2.600 845 032 IMPORTED BORROW (CY) CY 92.0000 19,320.00 210.000 19,320 033 CHECK AND TEST EXISTING IRRIGATION LS 1,870.0000 1,870.00 1.000 1,870 FACILITIES 034 OPERATE EXISTING IRRIGATION FACILITIES LS 2,250.0000 2,250.00 1.000 2,250 035 CONTROL AND NEUTRAL CONDUCTORS LS 6,240.0000 6,240.00 1.000 6,240 036 3" GATE VALVE EA 1,120.0000 1,120.00 1.000 1,120 037 3" PLASTIC PIPE (CLASS 315) LF 19.0000 3,800.00 260.000 4,940 (F) (SUPPLY LINE) 038 8" CORRUGATED HIGH DENSITY LF 57.0000 5,130.00 0.000 0 POLYETHYLENE PIPE CONDUIT 039 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 39,000.00 347.700 45,201 040 HOT MIX ASPHALT (TYPE A) TON 97.0000 276,450.00 2,633.580 255,457 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 175.0000 3,150.00 20.000 3,500 042 TACK COAT TON 730.0000 1,825.00 1.676 1,223 043 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,640.0000 42,640.00 26.000 42,640 PILE (SIGN FOUNDATION) 044 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 045 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 73,220.00 14,644.000 73,220 (F) 046 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6000 8,786.40 14,644.000 8,786 (F) 047 METAL (BARRIER MOUNTED SIGN) LB 11.0000 1,760.00 158.000 1,738 (F) 048 ROADSIDE SIGN - TWO POST EA 420.0000 840.00 2.000 840 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 102.500 1,537 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 01/11/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0R0504 TIME 02:19 PM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/17 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 01/11/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 660.00 102.500 615 051 18" REINFORCED CONCRETE PIPE LF 105.0000 14,700.00 136.900 14,374 052 JACKED 18" WELDED STEEL PIPE LF 935.0000 54,230.00 58.000 54,230 (0.50" THICK) 053 18" CONCRETE FLARED END SECTION EA 1,330.0000 1,330.00 0.000 0 054 ROCK SLOPE PROTECTION CY 555.0000 1,942.50 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 80.00 16.000 80 056 MINOR CONCRETE (GUTTER) (LF) LF 60.0000 7,800.00 129.000 7,740 057 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,044.00 1,348.000 4,044 (F) 058 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 7,200.00 175.000 7,000 059 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 47.0000 95,410.00 2,025.000 95,175 060 VEGETATION CONTROL (MINOR CONCRETE) SQYD 54.0000 284,040.00 5,584.600 301,568 061 ALTERNATIVE HIGH TENSION CABLE BARRIER EA 5,580.0000 55,800.00 10.000 55,800 TERMINAL 062 ALTERNATIVE HIGH TENSION CABLE BARRIER LF 24.0000 219,360.00 9,233.000 221,592 063 WILDLIFE PASSAGE WAY (TYPE S) EA 165.0000 3,630.00 19.000 3,135 064 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 60.0000 6,000.00 100.000 6,000 (STEEL POST) 065 TRANSITION RAILING (TYPE WB-31) EA 5,450.0000 27,250.00 5.000 27,250 066 RAIL TENSIONING ASSEMBLY EA 965.0000 965.00 1.000 965 067 END ANCHOR ASSEMBLY (TYPE SFT) EA 965.0000 5,790.00 6.000 5,790 068 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,210.0000 22,470.00 7.000 22,470 069 ALTERNATIVE CRASH CUSHION SYSTEM EA 6,690.0000 6,690.00 1.000 6,690 (TYPE A) 070 ALTERNATIVE CRASH CUSHION SYSTEM EA 43,585.0000 87,170.00 2.000 87,170 (TYPE B) 071 CONCRETE BARRIER (TYPE 60P) LF 745.0000 8,940.00 12.000 8,940 072 CONCRETE BARRIER (TYPE 60F) LF 200.0000 74,000.00 420.000 84,000 073 CONCRETE BARRIER (TYPE 60) LF 73.0000 202,210.00 2,799.000 204,327 074 CONCRETE BARRIER (TRANSITION) LF 345.0000 30,015.00 87.000 30,015 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 6,578.00 6,020.000 6,622 076 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,020.0000 3,020.00 1.000 3,020.00 1.000 3,020 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 01/11/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0R0504 TIME 02:19 PM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/17 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 01/11/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TRAFFIC MONITORING STATION SYSTEM LS 90,605.0000 90,605.00 1.000 90,605 078 CHANGEABLE MESSAGE SIGN SYSTEM LS 60,405.0000 60,405.00 1.000 60,405 079 MODIFYING EXISTING ELECTRICAL SYSTEM LS 237,805.0000 237,805.00 1.000 237,805 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,040.0000 14,592.00 4.640 14,105 (F) PROGRAM CAS145 PAGE 5 DATE 01/11/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0R0504 TIME 02:19 PM ESTIMATE NO. 009 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/17 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 01/11/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,757.33 2,630,182.24 ADJUSTMENT OF COMPENSATION 11,871.20 11,871.20 EXTRA WORK 5,273.31 66,659.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,901.84 2,708,712.54 082 MOBILIZATION LS 47,649.6000 47,649.60 1.000 47,649 ORIGINAL CONTRACT AMOUNT 2,701,469.00 TOTAL WORK COMPLETED 20,901.84 2,756,362.14 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 30,901.84 2,746,362.14 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 01/09/17 70 04/17/17 04/17/17 10/27/17 87 47 0 0 100% 100% JAVIER HUERTA RESIDENT ENGINEER PROGRAM CAS145 DATE 01/11/18