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 02/10/17 EST. NO. 022 TIME 08:32 AM R.E. NAME: QUACH, MAX 08-0M2004 --------------------------------------------------------------------------- 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 02/10/17 EST. NO. 022 TIME 08:32 AM R.E. NAME: QUACH, MAX 08-0M2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELIN/INADEQUATE CPR -10,000.00 004 DELINQUENT CPR -4,000.00 006 DELINQUENT CPR 8,000.00 006 DELINQUENT CPR 6,000.00 007 DELIN/INADEQUATE CPR -4,000.00 012 MISS DELINQUENT CPR -2,000.00 013 DELIN/INADEQUATE CPR 4,000.00 021 MISS DELINQUENT CPR 2,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 LOCATION FINAL ESTIMATE 08-RIV-371-67.7/72.9 -------------- GRANITE CONSTRUCTION COMPANY ON RTE 371 IN RIV CO. FR 0.1 MI E/O 5860 EL CAMINO REAL SUITE 200 CARY ROAD TO 0.1 MI E/O KIRBY RD CARLSBAD, CA 92008 FED. AID NO. HSST-P371(4)E CONSTRUCT 4 FT RIGHT SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,650.0000 2,650.00 1.000 2,650 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 187,500.00 224.000 280,000 004 CONSTRUCTION AREA SIGNS LS 13,150.0000 13,150.00 1.000 13,150 005 TRAFFIC CONTROL SYSTEM LS 104,000.0000 104,000.00 1.000 104,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,300.00 0.000 0 007 TEMPORARY PAVEMENT MARKER EA 5.0000 200.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,500.0000 15,000.00 6.000 15,000 009 TEMPORARY RAILING (TYPE K) LF 35.0000 18,900.00 540.000 18,900 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 16,500.00 66.000 16,500 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 014 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 5.000 2,500 (TEMPORARY EROSION CONTROL) 015 TEMPORARY SOIL BINDER SQYD 0.2200 2,970.00 10,888.890 2,395 016 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,750.00 7.000 1,750 017 TEMPORARY FIBER ROLL LF 5.0000 12,000.00 4,050.000 20,250 018 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 019 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 020 TEMPORARY FENCE (TYPE ESA) LF 5.0000 5,750.00 320.000 1,600 021 CAHUILLA CREEK LA POCKET MOUSE FENCE LS 3,000.0000 3,000.00 1.000 3,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 12,120.00 44,540.000 17,816 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.0000 500.00 500.000 500 024 REMOVE BARRIER LF 36.0000 1,332.00 37.000 1,332 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,360.00 3,876.000 1,550 026 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,820.00 1,184.000 2,368 027 REMOVE PAVEMENT MARKER EA 1.0000 2,140.00 2,092.000 2,092 028 REMOVE OVERSIDE DRAIN EA 250.0000 2,250.00 9.000 2,250 029 REMOVE PIPE (LF) LF 150.0000 3,150.00 10.000 1,500 030 REMOVE DOWNDRAIN (EA) EA 350.0000 4,200.00 12.000 4,200 031 SALVAGE SINGLE METAL BEAM BARRIER LF 13.0000 7,800.00 600.000 7,800 032 RESET MAILBOX EA 225.0000 3,375.00 15.000 3,375 033 RESET MILEPOST MARKER EA 43.0000 430.00 10.000 430 034 RESET MARKERS AND DELINEATORS EA 43.0000 430.00 10.000 430 035 RESET ROADSIDE SIGN (ONE POST) EA 125.0000 3,125.00 25.000 3,125 036 RESET ROADSIDE SIGN (TWO POST) EA 180.0000 720.00 4.000 720 037 RELOCATE MAILBOX EA 150.0000 3,450.00 23.000 3,450 038 ADJUST UTILITY COVER TO GRADE EA 700.0000 4,900.00 7.000 4,900 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 198,275.00 116,999.000 204,748 040 REMOVE CONCRETE (CY) CY 100.0000 6,900.00 69.000 6,900 041 CLEARING AND GRUBBING (LS) LS 70,000.0000 70,000.00 1.000 70,000 042 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 1.000 14,000 043 ROADWAY EXCAVATION CY 45.0000 634,500.00 11,657.390 524,582 044 SHOULDER BACKING TON 16.0000 40,000.00 2,500.000 40,000 045 DITCH EXCAVATION CY 400.0000 6,800.00 17.000 6,800 046 SOIL AMENDMENT CY 250.0000 500.00 0.000 0 047 SLOW-RELEASE FERTILIZER LB 5.0000 100.00 0.000 0 048 PLANT (GROUP H) EA 5.4000 1,350.00 250.000 1,350 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 81.0000 2,430.00 0.000 0 051 PLANT (GROUP U) EA 220.0000 6,600.00 0.000 0 052 PLANT ESTABLISHMENT WORK LS 36,500.0000 36,500.00 1.000 36,500 053 ROOT PROTECTOR EA 22.0000 1,320.00 0.000 0 054 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 7,600.0000 98,800.00 4.000 30,400 (ACRE) 055 FIBER ROLLS LF 3.2000 77,120.00 5,734.000 18,348 056 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 448,000.00 0.000 0 057 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000 058 HOT MIX ASPHALT (TYPE A) TON 120.0000 930,000.00 13,533.200 1,623,984 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 1,674,000.00 13,703.050 1,233,274 060 CENTERLINE RUMBLE STRIP (HMA,GROUND-IN STA 30.0000 5,100.00 137.250 4,117 INDENTATIONS) 061 SHOULDER RUMBLE STRIP STA 30.0000 9,900.00 274.560 8,236 (HMA,GROUND-IN INDENTATIONS) 062 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 063 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 363.00 203.000 334 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6500 15,213.00 8,784.000 14,493 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6500 693.00 382.000 630 066 PLACE HOT MIX ASPHALT SQYD 75.0000 9,000.00 134.500 10,087 (MISCELLANEOUS AREA) 067 ASPHALTIC EMULSION PRIME COAT TON 500.0000 9,000.00 0.000 0 068 TACK COAT TON 1,500.0000 18,000.00 18.570 27,855 069 STRUCTURAL CONCRETE, HEADWALL CY 800.0000 50,400.00 63.000 50,400 (F) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 10,800.00 9.000 10,800 (F) 071 BAR REINFORCING STEEL LB 3.0000 6,600.00 2,200.000 6,600 (F) 072 12" ALTERNATIVE PIPE CULVERT LF 80.0000 28,800.00 380.000 30,400 073 18" CORRUGATED STEEL PIPE (.064" THICK) LF 300.0000 18,000.00 60.000 18,000 074 48" CORRUGATED STEEL PIPE (.109" THICK) LF 450.0000 18,000.00 40.000 18,000 075 126"X240" CSP MULTI PLATE ARCH LF 1,500.0000 16,500.00 11.000 16,500 076 FLUME DOWNDRAIN LF 75.0000 1,500.00 21.000 1,575 PROGRAM CAS145 PAGE 4 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ENTRANCE TAPER EA 560.0000 14,000.00 26.000 14,560 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 TAPERED INLET EA 330.0000 330.00 1.000 330 080 12" TAPERED INLET EA 330.0000 8,250.00 26.000 8,580 081 12" AP DOWNDRAIN SLIP JOINT EA 450.0000 10,800.00 25.000 11,250 082 FLUME ANCHOR ASSEMBLY EA 185.0000 185.00 1.000 185 083 12" ALTERNATIVE FLARED END SECTION EA 200.0000 4,800.00 25.000 5,000 084 ROCK SLOPE PROTECTION CY 400.0000 25,600.00 58.420 23,368 (FACING, METHOD B) (CY) 085 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.6000 208.00 537.000 859 086 MINOR CONCRETE (MISCELLANEOUS CY 650.0000 21,450.00 51.000 33,150 CONSTRUCTION) 087 TREATMENT BMPS SQFT 0.5200 13,572.00 25,630.000 13,327 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 24,500.00 700.000 24,500 089 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 51,200.00 640.000 51,200 090 CABLE RAILING LF 67.0000 4,690.00 70.000 4,690 091 TRANSITION RAILING (TYPE WB-31) EA 3,285.0000 19,710.00 6.000 19,710 092 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,020.0000 30,200.00 10.000 30,200 093 CONCRETE BARRIER (TYPE 60S) LF 195.0000 23,400.00 120.000 23,400 094 CONCRETE BARRIER (TYPE 732B) LF 250.0000 15,000.00 60.000 15,000 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,960.00 1,921.000 1,921 096 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,730.00 1,556.000 4,668 097 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 14,454.00 87,830.000 15,809 (SPRAYABLE) 098 PAVEMENT MARKER EA 6.0000 13,380.00 2,194.000 13,164 (RETROREFLECTIVE-RECESSED) 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 18" ALTERNATIVE FLARED END SECTION EA 400.0000 800.00 2.000 800 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROLLED EROSION CONTROL PRODUCT SQFT 0.2000 52,280.00 111,979.000 22,395 (JUTE MESH) PROGRAM CAS145 PAGE 6 DATE 02/10/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 08:32 AM ESTIMATE NO. 022 BID OPENING 12/04/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/16 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 02/10/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,992,020.71 ADJUSTMENT OF COMPENSATION 0.00 164,755.34 EXTRA WORK 0.00 811,798.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 5,968,575.02 105 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000 ORIGINAL CONTRACT AMOUNT 5,796,835.00 TOTAL WORK COMPLETED 0.00 6,418,575.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 6,418,575.02 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 02/18/15 410 04/20/15 03/15/15 10/17/16 243 155 100 0 100% 100% QUACH, MAX RESIDENT ENGINEER PROGRAM CAS145 DATE 02/10/17