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 06/22/15 EST. NO. 002 TIME 02:10 PM 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 --------------------------------------------------------------------------- 001 0007 1,319.50 E.W. @ F.A.(+) 051115 N 0007.0 0008 1,185.98 051215 N 0008.0 0009 1,303.05 051315 N 0009.0 0010 1,339.82 051415 N 0010.0 0011 2,545.59 051815 N 0011.0 0012 2,197.11 051915 N 0012.0 0013 1,457.23 052015 N 0013.0 0014 2,126.48 052115 N 0014.0 0015 1,514.64 052715 N 0015.0 0016 1,756.33 052815 N 0016.0 16,745.73 TOTAL THIS ESTIMATE 6,075.62 TOTAL PREVIOUS ESTIMATE 22,821.35 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 06/22/15 EST. NO. 002 TIME 02:10 PM R.E. NAME: QUACH, MAX 08-0M2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 LOCATION PROGRESS 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 0.750 1,987 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 187,500.00 21.000 26,250.00 35.000 43,750 004 CONSTRUCTION AREA SIGNS LS 13,150.0000 13,150.00 0.750 9,862 005 TRAFFIC CONTROL SYSTEM LS 104,000.0000 104,000.00 0.200 20,800.00 0.400 41,600 006 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 1.000 2,500.00 3.000 7,500 009 TEMPORARY RAILING (TYPE K) LF 35.0000 18,900.00 540.000 18,900.00 540.000 18,900 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 16,500.00 59.000 14,750.00 59.000 14,750 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.200 2,000.00 0.400 4,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.090 180.00 0.590 1,180 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 014 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 1.000 500.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 015 TEMPORARY SOIL BINDER SQYD 0.2200 2,970.00 10,049.000 2,210.78 10,888.500 2,395 016 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,750.00 1.000 250.00 4.000 1,000 017 TEMPORARY FIBER ROLL LF 5.0000 12,000.00 850.000 4,250.00 4,050.000 20,250 018 STREET SWEEPING LS 50,000.0000 50,000.00 0.200 10,000.00 0.400 20,000 019 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 020 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 0.200 600.00 0.900 2,700 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 12,120.00 0.000 0 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 REMOVE BARRIER LF 36.0000 1,332.00 0.000 0 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,360.00 0.000 0 026 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,820.00 0.000 0 027 REMOVE PAVEMENT MARKER EA 1.0000 2,140.00 0.000 0 028 REMOVE OVERSIDE DRAIN EA 250.0000 2,250.00 9.000 2,250.00 9.000 2,250 029 REMOVE PIPE (LF) LF 150.0000 3,150.00 10.000 1,500.00 10.000 1,500 030 REMOVE DOWNDRAIN (EA) EA 350.0000 4,200.00 12.000 4,200.00 12.000 4,200 031 SALVAGE SINGLE METAL BEAM BARRIER LF 13.0000 7,800.00 399.500 5,193 032 RESET MAILBOX EA 225.0000 3,375.00 15.000 3,375.00 15.000 3,375 033 RESET MILEPOST MARKER EA 43.0000 430.00 0.000 0 034 RESET MARKERS AND DELINEATORS EA 43.0000 430.00 0.000 0 035 RESET ROADSIDE SIGN (ONE POST) EA 125.0000 3,125.00 0.000 0 036 RESET ROADSIDE SIGN (TWO POST) EA 180.0000 720.00 0.000 0 037 RELOCATE MAILBOX EA 150.0000 3,450.00 23.000 3,450.00 23.000 3,450 038 ADJUST UTILITY COVER TO GRADE EA 700.0000 4,900.00 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 198,275.00 0.000 0 040 REMOVE CONCRETE (CY) CY 100.0000 6,900.00 10.000 1,000.00 10.000 1,000 041 CLEARING AND GRUBBING (LS) LS 70,000.0000 70,000.00 0.400 28,000.00 0.800 56,000 042 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 0.500 7,000.00 0.700 9,800 043 ROADWAY EXCAVATION CY 45.0000 634,500.00 6,625.000 298,125.00 12,106.000 544,770 044 SHOULDER BACKING TON 16.0000 40,000.00 0.000 0 045 DITCH EXCAVATION CY 400.0000 6,800.00 17.000 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 0.000 0 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 053 ROOT PROTECTOR EA 22.0000 1,320.00 0.000 0 054 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 7,600.0000 98,800.00 0.000 0 (ACRE) 055 FIBER ROLLS LF 3.2000 77,120.00 0.000 0 056 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 5,000.00 1.000 5,000 058 HOT MIX ASPHALT (TYPE A) TON 120.0000 930,000.00 10,693.620 1,283,234.40 12,656.810 1,518,817 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 1,674,000.00 0.000 0 060 CENTERLINE RUMBLE STRIP (HMA,GROUND-IN STA 30.0000 5,100.00 0.000 0 INDENTATIONS) 061 SHOULDER RUMBLE STRIP STA 30.0000 9,900.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 062 DATA CORE LS 2,500.0000 2,500.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 363.00 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6500 15,213.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6500 693.00 0.000 0 066 PLACE HOT MIX ASPHALT SQYD 75.0000 9,000.00 0.000 0 (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 1.800 2,700.00 1.800 2,700 069 STRUCTURAL CONCRETE, HEADWALL CY 800.0000 50,400.00 0.000 0 (F) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 10,800.00 9.000 10,800.00 9.000 10,800 (F) 071 BAR REINFORCING STEEL LB 3.0000 6,600.00 0.000 0 (F) 072 12" ALTERNATIVE PIPE CULVERT LF 80.0000 28,800.00 0.000 0 073 18" CORRUGATED STEEL PIPE (.064" THICK) LF 300.0000 18,000.00 48.500 14,550.00 48.500 14,550 074 48" CORRUGATED STEEL PIPE (.109" THICK) LF 450.0000 18,000.00 40.000 18,000.00 40.000 18,000 075 126"X240" CSP MULTI PLATE ARCH LF 1,500.0000 16,500.00 8.000 12,000.00 8.000 12,000 076 FLUME DOWNDRAIN LF 75.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 TAPERED INLET EA 330.0000 330.00 0.000 0 080 12" TAPERED INLET EA 330.0000 8,250.00 0.000 0 081 12" AP DOWNDRAIN SLIP JOINT EA 450.0000 10,800.00 0.000 0 082 FLUME ANCHOR ASSEMBLY EA 185.0000 185.00 0.000 0 083 12" ALTERNATIVE FLARED END SECTION EA 200.0000 4,800.00 0.000 0 084 ROCK SLOPE PROTECTION CY 400.0000 25,600.00 32.000 12,800.00 57.600 23,040 (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 0.000 0 CONSTRUCTION) 087 TREATMENT BMPS SQFT 0.5200 13,572.00 0.000 0 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 24,500.00 0.000 0 089 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 51,200.00 0.000 0 090 CABLE RAILING LF 67.0000 4,690.00 0.000 0 091 TRANSITION RAILING (TYPE WB-31) EA 3,285.0000 19,710.00 0.000 0 092 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,020.0000 30,200.00 0.000 0 093 CONCRETE BARRIER (TYPE 60S) LF 195.0000 23,400.00 0.000 0 094 CONCRETE BARRIER (TYPE 732B) LF 250.0000 15,000.00 0.000 0 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,960.00 0.000 0 096 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,730.00 0.000 0 097 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 14,454.00 0.000 0 (SPRAYABLE) 098 PAVEMENT MARKER EA 6.0000 13,380.00 0.000 0 (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 0.000 0 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (JUTE MESH) PROGRAM CAS145 PAGE 6 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0M2004 TIME 02:10 PM ESTIMATE NO. 002 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 06/16/15 R.E. NAME: QUACH, MAX DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,824,975.18 2,444,830.37 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 16,745.73 22,821.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,841,720.91 2,467,651.72 105 MOBILIZATION LS 450,000.0000 450,000.00 0.200 90,000.00 0.950 427,500 ORIGINAL CONTRACT AMOUNT 5,796,835.00 TOTAL WORK COMPLETED 1,931,720.91 2,895,151.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,931,720.91 2,895,151.72 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 02/18/15 410 04/20/15 03/15/15 12/04/15 32 33 0 0 45% 21% PROGRESS IS SATISFACTORY QUACH, MAX RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/15