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 09/17/15 EST. NO. 013 TIME 02:31 PM R.E. NAME: TRAN, DUNG 11-406704 --------------------------------------------------------------------------- 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 0088 2,279.87 E.W. @ F.A.(+) 032015 N 0224.0 0093 224.34 081415 N 0229.0 0094 3,203.19 080315 N 0233.0 0096 6,052.86 081715 N 0250.0 0097 8,322.64 082215 N 0251.0 0098 289.22 082415 N 0252.0 0099 659.12 073115 N 0253.0 0100 206.11 082615 N 0254.0 0101 5,028.19 082715 N 0255.0 0102 154.59 090115 N 0257.0 003 0003 53.50 E.W. @ F.A.(+) 081415 N 0230.0 0004 90.89 082815 N 0256.0 004 0003 4,272.48 E.W. @ L.S.(+) 080715 N 0265.0 0003-1 -4,272.48 080715 N 0265.0 DAO CORRECTING ENTRY 0003-2 4,699.73 080715 N 0265.0 DAO CORRECTING ENTRY 005 0010 2,306.25 E.W. @ F.A.(+) 082615 N 0266.0 007 0053 106.40 A.C. @ U.P.(+) 080115 N 0258.0 0054 120.40 080815 N 0259.0 0055 106.80 081515 N 0260.0 0056 81.20 082215 N 0261.0 0057 84.40 082915 N 0262.0 009 0007 34,372.80 E.W. @ F.A.(+) 083115 N 0263.0 68,442.50 TOTAL THIS ESTIMATE 1,182,512.39 TOTAL PREVIOUS ESTIMATE 1,250,954.89 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 09/17/15 EST. NO. 013 TIME 02:31 PM R.E. NAME: TRAN, DUNG 11-406704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING SLURRY TICS -5,000.00 005 RELMISSING SLURRYTIC 5,000.00 006 LATE LANE REOPENING -2,200.00 008 0.00 -2,200.00 LABOR COMPLIANCE VIOLATION DEL OCT 14 CPR -7,000.00 003 DEL NOV 14 CPR -4,000.00 004 PRTL OCT 14 DEL 3,000.00 004 DEL JAN 2015 CPR -5,000.00 006 DEL FEB 2015 CPR -5,000.00 007 PRTL JAN 2015 DEL 3,000.00 007 PRTL NOV 2014 DEL 2,000.00 007 PRTL OCT 2014 DEL 2,000.00 007 DEL MAR 15 CPR -2,000.00 008 PRTL FEB 15 DEL 4,000.00 008 DEL APR 15 CPR -8,000.00 009 RECD FEB 15 DEL 1,000.00 009 RECD JAN 15 DEL 2,000.00 009 RECD MAR 15 DEL 2,000.00 009 RECD NOV 14 DEL 2,000.00 009 DEL MAY 15 CPR -3,000.00 010 PRTL APR 15 DEL 7,000.00 010 RECD OCT 14 DEL 2,000.00 010 DEL JUNE 15 CPR -2,000.00 011 RECD APR 15 DEL 1,000.00 011 RECD MAY 15 DEL 3,000.00 011 RECD JUNE 15 DEL 2,000.00 012 DEL AUG 15 CPR -3,000.00 013 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -5,200.00 PROGRAM CAS145 PAGE 1 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 LOCATION PROGRESS ESTIMATE 11-SD-5-R58.1/R72.4 ----------------- FLATIRON WEST INC IN SAN DIEGO COUNTY NEAR OCEANSIDE 1770 LA COSTA MEADOWS DRIVE FROM COCKLEBURR OVERCROSSING TO SAN MARCOS CA 92078 THE SAN DIEGO COUNTY LINE FED. AID NO. NHPI-051(627)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.750 6,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,900.0000 1,450,000.00 19.000 55,100.00 230.000 667,000 004 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.015 675.00 0.584 26,280 005 TRAFFIC CONTROL SYSTEM LS 1,125,000.0000 1,125,000.00 0.038 42,750.00 0.460 517,500 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 107,100.00 271,752.000 190,226 007 TRAFFIC PLASTIC DRUM EA 16.5000 6,600.00 66.000 1,089 008 TEMPORARY PAVEMENT MARKER EA 3.1000 37,200.00 12,287.000 38,089 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 36,000.00 0.152 912.00 5.840 35,040 010 TEMPORARY RAILING (TYPE K) LF 7.0000 186,900.00 3,840.000 26,880.00 34,110.000 238,770 011 TEMPORARY CRASH CUSHION MODULE EA 145.0000 101,500.00 0.000 0 012 ARMORGUARD BARRIER SYSTEM EA 195,000.0000 780,000.00 0.076 14,820.00 2.920 569,400 013 JOB SITE MANAGEMENT LS 105,000.0000 105,000.00 0.038 3,990.00 0.460 48,300 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.015 45.00 0.684 2,052 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 270.0000 17,010.00 3.000 810.00 22.000 5,940 017 TEMPORARY FIBER ROLL LF 3.1000 65,100.00 120.000 372 018 STREET SWEEPING LS 185,000.0000 185,000.00 0.038 7,030.00 0.460 85,100 019 TEMPORARY CONCRETE WASHOUT LS 162,000.0000 162,000.00 0.038 6,156.00 0.460 74,520 020 TEMPORARY FENCE (TYPE ESA) LF 3.1000 15,841.00 1,802.000 5,586 021 TREATED WOOD WASTE LB 0.1500 31,950.00 29,340.000 4,401 022 REMOVE METAL BEAM GUARD RAILING LF 8.0000 148,800.00 2,680.000 21,440 PROGRAM CAS145 PAGE 2 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SINGLE METAL BEAM BARRIER LF 11.5000 2,875.00 0.000 0 024 REMOVE DOUBLE METAL BEAM BARRIER LF 12.0000 3,960.00 0.000 0 025 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 121,500.00 55,145.000 27,572 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 12,750.00 10,488.000 5,244 027 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 1,364.00 0.000 0 028 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 52,030.00 37,685.000 20,726.75 37,685.000 20,726 029 REMOVE CONCRETE PAVEMENT AND BASE CY 40.0000 1,188,000.00 29,038.860 1,161,554 030 RELOCATE ROADSIDE SIGN EA 310.0000 620.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9500 477,900.00 0.000 0 032 REMOVE CONCRETE (CY) CY 300.0000 9,000.00 0.000 0 033 REMOVE CRASH CUSHION (SAND FILLED) EA 105.0000 1,155.00 0.000 0 034 CLEARING AND GRUBBING (LS) LS 12,500.0000 12,500.00 1.000 12,500 035 DEVELOP WATER SUPPLY LS 48,000.0000 48,000.00 0.500 24,000 036 ROADWAY EXCAVATION CY 47.0000 1,297,200.00 5,391.680 253,408.96 19,151.720 900,130 037 IMPORTED BORROW (TON) TON 6.4000 181,760.00 0.000 0 038 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2000 90,800.00 0.000 0 (SQFT) 039 CLASS 2 AGGREGATE BASE (CY) CY 25.0000 161,000.00 3,371.880 84,297.00 9,334.170 233,354 040 RAPID STRENGTH CONCRETE BASE CY 243.0000 1,978,020.00 8,172.669 1,985,958 041 LEAN CONCRETE BASE RAPID SETTING CY 175.0000 845,250.00 5,588.730 978,027 042 ASPHALTIC EMULSION (FOG SEAL COAT) TON 800.0000 79,200.00 0.000 0 043 HOT MIX ASPHALT TON 75.0000 4,222,500.00 7,664.750 574,856.25 7,664.750 574,856 044 MINOR HOT MIX ASPHALT TON 68.7500 215,875.00 0.000 0 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 203,520.00 0.000 0 046 RUMBLE STRIP STA 21.0000 21,420.00 0.000 0 047 SHOULDER RUMBLE STRIP STA 25.0000 34,750.00 0.000 0 (AC, GROUND-IN INDENTATIONS) 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 11,500.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,480.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 15,300.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 65,900.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 12,100.00 0.000 0 053 PLACE HOT MIX ASPHALT SQYD 94.0000 70,500.00 0.000 0 (MISCELLANEOUS AREA) 054 TACK COAT TON 835.0000 91,850.00 0.263 219.61 0.263 219 055 JOINTED PLAIN CONCRETE PAVEMENT CY 303.0000 6,605,400.00 20,361.217 6,169,448 (RSC) 056 SHOULDER RUMBLE STRIP STA 128.0000 51,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 057 SEAL ISOLATION JOINT LF 11.0000 484,000.00 7,480.000 82,280 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 DOWEL BAR (DRILL AND BOND) EA 13.0000 68,640.00 10,051.000 130,663 060 DRILL HOLE (JACKING) EA 205.0000 63,550.00 243.000 49,815 061 GROUT (JACKING) TON 1,450.0000 113,100.00 25.530 37,018 062 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 410.0000 2,935,600.00 8,057.041 3,303,386 063 REPAIR SPALLED JOINTS, SQYD 710.0000 497,000.00 35.290 25,055.90 265.450 188,469 POLYESTER GROUT 064 SEAL CONCRETE PAVEMENT JOINT (SILICONE) LF 1.8500 756,650.00 77,710.000 143,763 065 GRIND EXISTING CONCRETE SQYD 4.0000 263,600.00 74,810.400 299,241 PAVEMENT 066 AGGREGATE BASE (APPROACH SLAB) CY 310.0000 22,320.00 49.463 15,333 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 604,350.00 642.050 545,742 (TYPE R) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 184,000.00 5.240 10,480 (F) 069 PAVING NOTCH EXTENSION CF 72.0000 10,152.00 127.980 9,214 070 CLEAN EXPANSION JOINT LF 34.0000 12,308.00 0.000 0 071 JOINT SEAL (MR 1/2") LF 30.0000 3,360.00 0.000 0 072 JOINT SEAL (MR 1 1/2") LF 62.0000 47,120.00 0.000 0 073 JOINT SEAL (MR 2") LF 120.0000 18,720.00 0.000 0 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,870.00 0.000 0 (0.063"-UNFRAMED) 075 ROADSIDE SIGN - ONE POST EA 310.0000 3,410.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 INSTALL ROADSIDE SIGN PANEL ON EA 52.0000 312.00 0.000 0 EXISTING POST 077 18" ALTERNATIVE PIPE CULVERT LF 93.0000 116,250.00 169.000 15,717.00 406.600 37,813 078 24" ALTERNATIVE PIPE CULVERT LF 115.0000 432,400.00 0.000 0 079 18" BITUMINOUS COATED CORRUGATED STEEL LF 680.0000 4,760.00 0.000 0 PIPE (.079" THICK) 080 24" BITUMINOUS COATED CORRUGATED STEEL LF 650.0000 9,100.00 0.000 0 PIPE (.079" THICK) 081 4" PLASTIC PIPE UNDERDRAIN LF 40.0000 26,000.00 196.000 7,840.00 196.000 7,840 082 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 235,500.00 1,885.400 28,281.00 5,694.550 85,418 083 SYNTHETIC SUBSURFACE DRAINAGE LAYER SQYD 17.0000 377,400.00 21,518.098 365,807 084 DRAINAGE INLET MARKER EA 180.0000 540.00 0.000 0 085 DETECTABLE WARNING SURFACE SQFT 26.0000 2,600.00 0.000 0 086 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 22,200.00 0.000 0 CONSTRUCTION) 087 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,650.00 0.000 0 (F) 088 DELINEATOR (CLASS 1) EA 52.0000 13,520.00 0.000 0 089 GUARD RAILING DELINEATOR EA 13.0000 54,080.00 0.000 0 090 METAL BEAM GUARD RAILING (STEEL POST) LF 20.2500 360,450.00 0.000 0 091 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 58.0000 4,350.00 0.000 0 092 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 77.0000 4,851.00 0.000 0 093 TRANSITION RAILING (TYPE STB) EA 3,330.0000 16,650.00 0.000 0 094 TRANSITION RAILING (TYPE WB) EA 3,030.0000 39,390.00 0.000 0 095 TRANSITION RAILING (TYPE DTB) EA 3,380.0000 23,660.00 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 640.0000 16,640.00 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 098 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 69,750.00 0.000 0 099 ALTERNATIVE CRASH CUSHION SYSTEM EA 36,000.0000 36,000.00 0.000 0 100 CONCRETE BARRIER (TYPE 60) LF 93.0000 17,670.00 0.000 0 101 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 8,711.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 102 PAINT TRAFFIC STRIPE (1-COAT) LF 0.0500 9,950.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 79,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 104 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 52,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 10,350.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,210.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 135,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 38,100.00 306.000 306 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 46,800.00 167.000 501 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 0.038 41.80 0.460 506 SYSTEM ELEMENTS DURING CONSTRUCTION 112 WEIGH STATION BYPASS SYSTEM LS 265,000.0000 265,000.00 0.000 0 113 PULL BOX EA 650.0000 6,500.00 0.000 0 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 GRATED LINE DRAIN LF 160.0000 3,200.00 0.000 0 116 36" REINFORCED CONCRETE PIPE RISER LF 300.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406704 TIME 02:31 PM ESTIMATE NO. 013 BID OPENING 04/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: TRAN, DUNG DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,169,612.27 19,951,301.19 ADJUSTMENT OF COMPENSATION 499.20 134,546.54 EXTRA WORK 67,943.30 1,116,408.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,238,054.77 21,202,256.08 117 MOBILIZATION LS 1,926,000.0000 1,926,000.00 1.000 1,926,000 ORIGINAL CONTRACT AMOUNT 33,410,524.00 TOTAL WORK COMPLETED 1,238,054.77 23,128,256.08 MATERIALS ON HAND ON SITE 112,840.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -5,200.00 TOTAL 1,235,054.77 23,235,896.76 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 06/26/14 500 09/22/14 08/20/14 10/20/16 230 40 0 0 60% 46% PROGRESS IS SATISFACTORY TRAN, DUNG RESIDENT ENGINEER PROGRAM CAS145 DATE 09/17/15