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 12/24/15 EST. NO. 007 TIME 09:45 AM 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 --------------------------------------------------------------------------- 001 0013 606.09 E.W. @ F.A.(+) 110615 N 0327.0 0014 555.13 111315 N 0328.0 004 0016 3,335.53 A.C. @ F.A.(+) 071415 N 145328 0019 767.22 081015 N 145335 0020 1,942.38 072815 N 145336 0021 3,837.72 072415 N 145337 0022 999.34 072215 N 145338 0023 1,282.19 072315 N 145339 0024 5,146.69 072315 N 145340 0028 5,250.23 081115 N 145344 0029 3,172.08 072415 N 145345 0030 2,564.94 072715 N 145346 29,459.54 TOTAL THIS ESTIMATE 26,956.84 TOTAL PREVIOUS ESTIMATE 56,416.38 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 12/24/15 EST. NO. 007 TIME 09:45 AM 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 0.00 -250.00 TOTAL DEDUCTIONS 0.00 -250.00 PROGRAM CAS145 PAGE 1 DATE 12/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 09:45 AM ESTIMATE NO. 007 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 12/17/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 12/24/15 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 0.700 5,600 003 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.125 3,750.00 0.750 22,500 004 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 0.000 0 007 FLASHING BEACON (PORTABLE) EA 500.0000 2,000.00 0.000 0 008 TEMPORARY SIGNAL AND LIGHTING LS 67,000.0000 67,000.00 0.781 52,327 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 36,000.00 4.000 24,000 010 TEMPORARY RAILING (TYPE K) LF 15.0000 27,000.00 780.000 11,700.00 1,360.000 20,400 011 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 0.125 3,125.00 0.875 21,875 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 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 650.00 100.000 650.00 950.000 6,175 017 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.500 2,500 018 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 4,200.000 1,260 021 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 12/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 09:45 AM ESTIMATE NO. 007 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 12/17/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 12/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.400 1,440 028 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 24,000.00 293.600 14,680 031 STRUCTURE EXCAVATION (BRIDGE) CY 130.0000 90,480.00 348.000 45,240.00 696.000 90,480 (F) 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 033 STRUCTURE EXCAVATION (TYPE D) CY 35.0000 21,140.00 304.000 10,640.00 604.000 21,140 (F) 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 23,660.00 150.000 5,250.00 488.000 17,080 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 38,600.00 350.000 17,500 (F) 036 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 33,560.00 420.000 16,800 (F) 037 PLANT (GROUP A) EA 35.0000 1,225.00 0.000 0 038 PLANT ESTABLISHMENT WORK LS 7,200.0000 7,200.00 0.000 0 039 DUFF ACRE 10,000.0000 4,000.00 0.200 2,000 040 FIBER ROLLS LF 5.0000 500.00 0.000 0 041 HYDROSEED SQFT 0.2000 3,400.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 33,000.00 146.800 14,680 043 HOT MIX ASPHALT (TYPE A) TON 200.0000 136,000.00 287.060 57,412 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.5000 1,495.00 72.000 828 045 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 96.000 1,104 047 PLACE HOT MIX ASPHALT SQYD 140.0000 5,600.00 13.300 1,862 (MISCELLANEOUS AREA) 048 LIQUID ASPHALT (PRIME COAT) TON 1,500.0000 2,250.00 0.750 1,125.00 0.750 1,125 049 TACK COAT TON 600.0000 180.00 0.150 90.00 0.150 90 PROGRAM CAS145 PAGE 3 DATE 12/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 09:45 AM ESTIMATE NO. 007 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 12/17/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 12/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 59.000 35,400.00 109.000 65,400 (F) 051 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 227,700.00 53.000 58,300.00 135.000 148,500 (F) 052 STRUCTURAL CONCRETE, RETAINING WALL CY 900.0000 211,500.00 16.000 14,400.00 141.000 126,900 (F) 053 SANDBLAST SURFACE TEXTURE SQFT 5.0000 7,925.00 0.000 0 054 RANDOM CUT STONE TEXTURE SQFT 20.0000 22,600.00 565.000 11,300 055 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 78.0000 146,562.00 686.320 53,532 SLAB (TYPE SIV) 056 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 3,500.0000 38,500.00 4.000 14,000 (F) UNIT 057 JOINT SEAL (MR 1/2") LF 25.0000 2,475.00 0.000 0 058 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 53,497.50 15,170.000 18,962.50 35,170.000 43,962 (F) 059 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 37,362.00 5,000.000 6,000.00 19,000.000 22,800 (F) 060 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 14,262.00 1,000.000 2,000.00 4,500.000 9,000 (F) (BRIDGE) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 70.00 0.000 0 (0.063"-UNFRAMED) 062 ROADSIDE SIGN - ONE POST EA 300.0000 300.00 0.000 0 063 STAINING GALVANIZED SURFACES LS 4,100.0000 4,100.00 0.000 0 064 PREPARE AND STAIN CONCRETE SQFT 4.6000 5,198.00 0.000 0 065 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 350.0000 7,700.00 0.000 0 (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 372.00 0.000 0 067 DELINEATOR (CLASS 1) EA 42.0000 588.00 0.000 0 068 OBJECT MARKER EA 42.0000 168.00 2.000 84 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.7000 2,216.00 75.000 2,077 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 10,200.00 111.300 9,460 071 TRANSITION RAILING (TYPE WB-31) EA 3,230.0000 12,920.00 2.000 6,460 072 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,894.0000 8,682.00 1.000 2,894 073 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,528.0000 2,528.00 1.000 2,528 074 CONCRETE BARRIER(TYPE 80 MODIFIED) LF 460.0000 163,300.00 177.000 81,420 (F) 075 THERMOPLASTIC PAVEMENT MARKING SQFT 14.0000 588.00 0.000 0 076 THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,835.00 0.000 0 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 12/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 09:45 AM ESTIMATE NO. 007 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 12/17/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 12/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 6,000.00 120.000 18,000 (F) (TYPE D) 079 ROOT PROTECTOR EA 20.0000 700.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-383504 TIME 09:45 AM ESTIMATE NO. 007 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 12/17/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 12/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 222,632.50 1,142,331.76 ADJUSTMENT OF COMPENSATION 28,298.32 49,303.01 EXTRA WORK 1,161.22 7,113.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 252,092.04 1,198,748.14 080 MOBILIZATION LS 196,000.0000 196,000.00 0.050 9,800.00 1.000 196,000 ORIGINAL CONTRACT AMOUNT 2,026,265.10 TOTAL WORK COMPLETED 261,892.04 1,394,748.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -250.00 TOTAL 261,892.04 1,394,498.14 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 04/18/16 142 86 28 0 73% 64% PROGRESS IS SATISFACTORY QUACH, MAX RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/15