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 07/27/15 EST. NO. 018 TIME 09:10 AM R.E. NAME: QUACH, MAX 08-449104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0016 2,141.65 E.W. @ F.A.(+) 062215 N 016 0 005 0001 1,121.12 E.W. @ F.A.(+) 062215 N 01 0 0002 1,051.20 060315 N 02 0 0003 1,051.20 060815 N 03 0 0004 1,051.20 061515 N 04 0 0005 1,014.91 062915 N 05 0 7,431.28 TOTAL THIS ESTIMATE 79,786.78 TOTAL PREVIOUS ESTIMATE 87,218.06 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 07/27/15 EST. NO. 018 TIME 09:10 AM R.E. NAME: QUACH, MAX 08-449104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNL SOLID WASTE RPT -10,000.00 012 ANNL SOLID WASTE RPT 10,000.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -2,000.00 009 INADEQUATE CPR -4,000.00 011 MISSING DOCUMENTS 2,000.00 011 INADEQUATE CPR 4,000.00 012 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449104 TIME 09:10 AM ESTIMATE NO. 018 BID OPENING 10/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 07/27/15 LOCATION PROGRESS ESTIMATE 08-RIV-111-1.1/1.9 ----------------- J MCLOUGHLIN ENGINEERING CO S/O INDIO, 0.16 MI S TO 0.20 MI N/O INC SALTON CREEK BRIDGE #56-0236 10641 FULTON COURT RANCHO CUCAMONGA CA 91730 FED. AID NO. NH-P111(70)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 1.000 7,500 003 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8500 13,764.00 7,471.000 13,821 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 17.5000 420.00 24.000 420 006 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 2,560.00 101.000 3,232 007 FLASHING BEACON (PORTABLE) EA 3,600.0000 7,200.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 6.1100 525.46 88.000 537 009 TEMPORARY SIGNAL SYSTEM LS 85,000.0000 85,000.00 1.000 85,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 16,000.00 6.000 24,000 011 TEMPORARY FLASHING BEACON EA 8,000.0000 16,000.00 2.000 16,000 012 TEMPORARY RAILING (TYPE K) LF 13.0000 35,620.00 3,080.000 40,040 013 TEMPORARY CRASH CUSHION MODULE EA 275.0000 7,700.00 42.000 11,550 014 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 1.000 7,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 017 TEMPORARY FIBER ROLL LF 4.5000 14,400.00 0.000 0 018 TEMPORARY SILT FENCE LF 7.0000 5,600.00 558.000 3,906 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000 020 TEMPORARY CONSTRUCTION ROADWAY CY 110.0000 57,200.00 520.000 57,200 021 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 022 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 07/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449104 TIME 09:10 AM ESTIMATE NO. 018 BID OPENING 10/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 07/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FENCE (TYPE ESA) LF 7.0000 5,460.00 558.000 3,906 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.6200 1,069.20 1,095.000 1,773 STRIPE (HAZARDOUS WASTE) 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 90,000.0000 90,000.00 1.000 90,000 026 FISH PROTECTION LS 10,000.0000 10,000.00 1.000 10,000 027 REMOVE METAL BEAM GUARD RAILING LF 12.5000 11,625.00 930.000 11,625 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 4,186.00 3,220.000 4,186 029 REMOVE PAVEMENT MARKER EA 1.0000 56.00 73.000 73 030 BRIDGE REMOVAL LS 175,000.0000 175,000.00 1.000 175,000 031 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 032 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 033 ROADWAY EXCAVATION CY 45.0000 66,600.00 1,480.000 66,600 034 STRUCTURE EXCAVATION (BRIDGE) CY 325.0000 71,500.00 220.000 71,500 (F) 035 STRUCTURE EXCAVATION (TYPE D) CY 170.0000 7,310.00 43.000 7,310 (F) 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 33,275.00 605.000 33,275 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 170.0000 22,100.00 130.000 22,100 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 46,000.00 460.000 46,000 (F) 039 GRAVEL MULCH (SQFT) SQFT 0.3000 21,720.00 72,400.000 21,720 040 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 2,620.00 13,100.000 2,620 041 HYDROMULCH SQFT 0.2000 2,620.00 13,100.000 2,620 042 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 25,500.00 510.000 25,500 043 HOT MIX ASPHALT (TYPE C) TON 140.0000 119,000.00 952.950 133,413 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 2,000.00 72.000 1,800 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 5,200.00 211.000 4,220 046 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 250.0000 240,000.00 954.000 238,500 047 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,150.0000 414,000.00 353.050 406,007 048 STRUCTURAL CONCRETE, BRIDGE CY 1,025.0000 627,300.00 612.000 627,300 (F) 049 STRUCTURAL CONCRETE, RETAINING WALL CY 750.0000 116,250.00 155.000 116,250 (F) PROGRAM CAS145 PAGE 3 DATE 07/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449104 TIME 09:10 AM ESTIMATE NO. 018 BID OPENING 10/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 07/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 66,750.00 89.000 66,750 (F) (TYPE N) 051 MINOR CONCRETE CY 1,600.0000 3,200.00 2.000 3,200 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 12,000.00 8.000 12,000 053 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 132,000.00 12.000 132,000 GIRDER (60'-70') 054 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 66,000.00 6.000 66,000 GIRDER (80'-90') 055 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 54,000.00 18.000 54,000 GIRDER 056 JOINT SEAL (MR 1") LF 30.0000 2,610.00 87.000 2,610 057 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 344,085.00 327,700.000 344,085 (F) 058 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 20,815.00 18,100.000 20,815 (F) 059 ASPHALT MEMBRANE WATERPROOFING SQFT 20.0000 7,540.00 377.000 7,540 (F) 060 18" ALTERNATIVE PIPE CULVERT LF 20.0000 1,440.00 72.000 1,440 061 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 0.000 0 062 ROCK SLOPE PROTECTION CY 105.0000 14,700.00 167.660 17,604 (FACING, METHOD B) (CY) 063 CONCRETED-ROCK SLOPE PROTECTION CY 140.0000 5,600.00 40.000 5,600 (LIGHT, METHOD A) (CY) 064 CONCRETED-ROCK SLOPE PROTECTION CY 135.0000 162,000.00 1,154.290 155,829 (LIGHT, METHOD B) (CY) 065 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 10,650.00 2,615.000 13,075 066 MISCELLANEOUS IRON AND STEEL LB 6.0000 13,800.00 2,300.000 13,800 067 ISOLATION CASING LB 3.0000 102,600.00 34,200.000 102,600 (F) 068 DELINEATOR (CLASS 1) EA 50.0000 900.00 18.000 900 069 OBJECT MARKER EA 85.0000 170.00 2.000 170 070 METAL BEAM GUARD RAILING (WOOD POST) LF 55.0000 4,840.00 62.500 3,437 071 VEGETATION CONTROL (MINOR CONCRETE) SQYD 320.0000 7,040.00 188.000 60,160 072 TRANSITION RAILING (TYPE WB) EA 3,300.0000 6,600.00 2.000 6,600 073 END CAP (TYPE A) EA 265.0000 265.00 1.000 265 074 END CAP (TYPE TC) EA 100.0000 200.00 2.000 200 075 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 725.00 1.000 725 076 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 6,400.00 2.000 6,400 PROGRAM CAS145 PAGE 4 DATE 07/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449104 TIME 09:10 AM ESTIMATE NO. 018 BID OPENING 10/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 07/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER (TYPE 732A) LF 150.0000 49,350.00 329.000 49,350 (F) 078 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 300.0000 133,800.00 446.000 133,800 (F) 079 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,830.00 6,118.000 6,118 (SPRAYABLE) 080 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 294.00 63.000 330 PROGRAM CAS145 PAGE 5 DATE 07/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449104 TIME 09:10 AM ESTIMATE NO. 018 BID OPENING 10/10/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 07/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,848,911.13 ADJUSTMENT OF COMPENSATION 0.00 5,778.91 EXTRA WORK 7,431.28 81,439.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,431.28 3,936,129.19 081 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000 ORIGINAL CONTRACT AMOUNT 4,103,484.66 TOTAL WORK COMPLETED 7,431.28 4,236,129.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 7,431.28 4,236,129.19 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 01/06/14 260 01/21/14 01/21/14 07/21/15 297 75 39 0 98% 99% PROGRESS IS SATISFACTORY QUACH, MAX RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/15