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 04/26/17 EST. NO. 022 TIME 02:59 PM R.E. NAME: QUACH, MAX 08-383504 --------------------------------------------------------------------------- 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 04/26/17 EST. NO. 022 TIME 02:59 PM R.E. NAME: QUACH, MAX 08-383504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER 9-1,16E(3), FAIL -37,382.00 003 PER 9-1, 16E (3) 37,382.00 004 MISSING FBS -4,000.00 005 UNDERPAYMENT WAGES -250.00 005 MISSING FBS 4,000.00 006 UNDER PAYMENT WAGES 250.00 011 25% DEDUCT OF $62972 -15,743.00 011 25% DEDUCT OF $62972 15,743.00 012 DBE REPORTING -151.20 017 DBE REPORTING 151.20 018 DBE REPORT -401.20 019 DBE REPORT 401.20 020 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS FBS - HARBER -1,000.00 014 MISS FBS/SOC FERREIR -1,000.00 014 DELINQ FBS ACACIA -1,000.00 015 UNDERPAY FERREIRA -1,000.00 015 APP/GARNISH-ACACIA -1,000.00 018 UNDERPAY FERREIRA 1,000.00 018 DELINQ FBS ACACIA 1,000.00 019 MISS FBS/SOC FERREIR 1,000.00 020 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 04/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 02:59 PM ESTIMATE NO. 022 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 04/26/17 LOCATION PROGRESS ESTIMATE 08-RIV-74-63.0/ .0 ----------------- GRANITE CONSTRUCTION COMPANY ON ROUTE 74 IN GARNER VALLEY. 3.7 440 SOUTH MELROSE DRIVE 200 MI E/O MOUNTAIN CENTER AT POST MILE VISTA CA 92081 63.0 FED. AID NO. STP-P074(59)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 4,000.0000 4,000.00 1.000 4,000 002 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000 003 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.0000 1,520.00 150.000 1,200 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5400 2,592.00 2,350.000 1,269 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 595.00 17.000 595 007 FLASHING BEACON (PORTABLE) EA 500.0000 2,000.00 0.000 0 008 TEMPORARY SIGNAL AND LIGHTING LS 67,000.0000 67,000.00 1.000 67,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 36,000.00 4.000 24,000 010 TEMPORARY RAILING (TYPE K) LF 15.0000 27,000.00 1,800.000 27,000 011 TEMPORARY CRASH CUSHION MODULE EA 350.0000 19,250.00 55.000 19,250 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 015 TEMPORARY SOIL BINDER SQYD 0.7000 1,750.00 1,111.000 777 016 TEMPORARY FIBER ROLL LF 6.5000 650.00 950.000 6,175 017 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 018 TEMPORARY FENCE (TYPE ESA) LF 2.0000 18,200.00 3,900.000 7,800 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.3000 2,938.00 2,070.000 2,691 STRIPE (HAZARDOUS WASTE) 020 TREATED WOOD WASTE LB 0.3000 630.00 6,168.000 1,850 021 REMOVE GUARDRAIL LF 25.5000 3,315.00 250.000 6,375 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 455.00 350.000 455 PROGRAM CAS145 PAGE 2 DATE 04/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 02:59 PM ESTIMATE NO. 022 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 04/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3000 28.60 22.000 28 024 REMOVE ROADSIDE SIGN EA 75.0000 150.00 2.000 150 025 REMOVE PIPE (LF) LF 40.0000 600.00 15.000 600 026 RECONSTRUCT FENCE (TYPE BW) LF 12.1000 2,178.00 0.000 0 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 100.0000 3,000.00 30.000 3,000 028 BRIDGE REMOVAL LS 40,000.0000 40,000.00 1.000 40,000 029 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 030 ROADWAY EXCAVATION CY 50.0000 24,000.00 480.000 24,000 031 STRUCTURE EXCAVATION (BRIDGE) CY 130.0000 90,480.00 696.000 90,480 (F) 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 033 STRUCTURE EXCAVATION (TYPE D) CY 35.0000 21,140.00 604.000 21,140 (F) 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 23,660.00 676.000 23,660 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 38,600.00 772.000 38,600 (F) 036 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 33,560.00 839.000 33,560 (F) 037 PLANT (GROUP A) EA 35.0000 1,225.00 35.000 1,225 038 PLANT ESTABLISHMENT WORK LS 7,200.0000 7,200.00 0.080 576.00 1.000 7,200 039 DUFF ACRE 10,000.0000 4,000.00 0.400 4,000 040 FIBER ROLLS LF 5.0000 500.00 100.000 500 041 HYDROSEED SQFT 0.2000 3,400.00 20,500.000 4,100 042 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 33,000.00 348.100 34,810 043 HOT MIX ASPHALT (TYPE A) TON 200.0000 136,000.00 734.380 146,876 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.5000 1,495.00 142.000 1,633 045 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 11.5000 1,035.00 92.000 1,058 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 11.5000 1,840.00 169.000 1,943 047 PLACE HOT MIX ASPHALT SQYD 140.0000 5,600.00 35.800 5,012 (MISCELLANEOUS AREA) 048 LIQUID ASPHALT (PRIME COAT) TON 1,500.0000 2,250.00 1.500 2,250 049 TACK COAT TON 600.0000 180.00 0.300 180 PROGRAM CAS145 PAGE 3 DATE 04/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 02:59 PM ESTIMATE NO. 022 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 04/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 65,400.00 109.000 65,400 (F) 051 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 227,700.00 207.000 227,700 (F) 052 STRUCTURAL CONCRETE, RETAINING WALL CY 900.0000 211,500.00 235.000 211,500 (F) 053 SANDBLAST SURFACE TEXTURE SQFT 5.0000 7,925.00 1,585.000 7,925 054 RANDOM CUT STONE TEXTURE SQFT 20.0000 22,600.00 1,130.000 22,600 055 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 78.0000 146,562.00 1,879.000 146,562 SLAB (TYPE SIV) 056 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 3,500.0000 38,500.00 11.000 38,500 (F) UNIT 057 JOINT SEAL (MR 1/2") LF 25.0000 2,475.00 99.000 2,475 058 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 53,497.50 42,798.000 53,497 (F) 059 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 37,362.00 31,135.000 37,362 (F) 060 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 14,262.00 7,131.000 14,262 (F) (BRIDGE) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 70.00 5.000 70 (0.063"-UNFRAMED) 062 ROADSIDE SIGN - ONE POST EA 300.0000 300.00 1.000 300 063 STAINING GALVANIZED SURFACES LS 4,100.0000 4,100.00 1.000 4,100 064 PREPARE AND STAIN CONCRETE SQFT 4.6000 5,198.00 1,130.000 5,198 065 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 350.0000 7,700.00 21.800 7,630 (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 372.00 93.000 372 067 DELINEATOR (CLASS 1) EA 42.0000 588.00 14.000 588 068 OBJECT MARKER EA 42.0000 168.00 4.000 168 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.7000 2,216.00 75.000 2,077 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 10,200.00 217.200 18,462 071 TRANSITION RAILING (TYPE WB-31) EA 3,230.0000 12,920.00 4.000 12,920 072 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,894.0000 8,682.00 3.000 8,682 073 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,528.0000 2,528.00 1.000 2,528 074 CONCRETE BARRIER(TYPE 80 MODIFIED) LF 460.0000 163,300.00 355.000 163,300 (F) 075 THERMOPLASTIC PAVEMENT MARKING SQFT 14.0000 588.00 42.000 588 076 THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,835.00 2,950.000 3,835 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 04/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 02:59 PM ESTIMATE NO. 022 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 04/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 150.0000 24,000.00 160.000 24,000 (F) (TYPE D) 079 ROOT PROTECTOR EA 20.0000 700.00 35.000 700 PROGRAM CAS145 PAGE 5 DATE 04/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 02:59 PM ESTIMATE NO. 022 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/17 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 04/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 576.00 1,831,746.20 ADJUSTMENT OF COMPENSATION 0.00 267,071.14 EXTRA WORK 0.00 27,691.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 576.00 2,126,508.92 080 MOBILIZATION LS 196,000.0000 196,000.00 1.000 196,000 ORIGINAL CONTRACT AMOUNT 2,026,265.10 TOTAL WORK COMPLETED 576.00 2,322,508.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 576.00 2,320,508.92 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 10/28/14 445 04/15/15 12/22/14 04/21/17 300 260 106 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY QUACH, MAX RESIDENT ENGINEER PROGRAM CAS145 DATE 04/26/17