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 04/25/16 EST. NO. 017 TIME 02:11 PM R.E. NAME: WANG, MIKE 07-295704 --------------------------------------------------------------------------- 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 0018 229.30 E.W. @ F.A.(+) 052915 N 0094.0 007 0003 750.00 E.W. @ U.P (+) 072015 N 0043.0 0004 1,500.00 111715 N 0092.0 0005 750.00 031716 N 0093.0 3,229.30 TOTAL THIS ESTIMATE 490,136.70 TOTAL PREVIOUS ESTIMATE 493,366.00 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 04/25/16 EST. NO. 017 TIME 02:11 PM R.E. NAME: WANG, MIKE 07-295704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295704 TIME 02:11 PM ESTIMATE NO. 017 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/25/16 LOCATION PROGRESS ESTIMATE 07-LA-605-0.0/20.2 ----------------- PETERSON-CHASE GENERAL SLAB REPLACEMENT AND GRINDING ENGINEERING CONSTRUCTION INC 16351 CONSTRUCTION CIRCLEWEST IRVINE, CA 92606 FED. AID NO. NHPI-605 -2(967)E PAV PRESERVATION,SLAB REPL/GRNDNG ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,700.0000 7,700.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 840,000.00 18.000 43,200.00 205.000 492,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.070 700.00 0.540 5,400 005 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.060 78,000.00 0.590 767,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,260.00 0.000 0 007 TEMPORARY RAILING (TYPE K) LF 20.0000 27,000.00 1,830.000 36,600 008 TEMPORARY CRASH CUSHION MODULE EA 220.0000 52,800.00 105.000 23,100 009 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.500 6,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 1.000 700 011 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 1,250.00 10.000 500 012 TEMPORARY FIBER ROLL LF 4.0000 4,000.00 0.000 0 013 TEMPORARY CONCRETE WASHOUT LS 12,500.0000 12,500.00 0.500 6,250 014 TREATED WOOD WASTE LB 0.2000 9,100.00 3,454.000 690.80 17,843.000 3,568 015 REMOVE GUARDRAIL LF 6.0000 22,560.00 1,088.300 6,529.80 1,675.800 10,054 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.1600 262,400.00 202,571.000 32,411.36 514,531.000 82,324 017 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 26,620.00 4,028.000 4,430.80 10,980.000 12,078 018 REMOVE PAVEMENT MARKER EA 0.2700 33,750.00 18,711.000 5,051.97 57,645.000 15,564 019 REMOVE ROADSIDE SIGN EA 200.0000 6,000.00 0.000 0 020 REMOVE ASPHALT CONCRETE DIKE LF 1.7500 3,010.00 1,329.000 2,325.75 2,200.000 3,850 021 REMOVE CONCRETE PAVEMENT,BASE,AND CY 135.0000 731,700.00 0.000 0 SUBBASE 022 ADJUST INLET TO GRADE EA 2,300.0000 2,300.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295704 TIME 02:11 PM ESTIMATE NO. 017 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST PULL BOX TO GRADE EA 80.0000 1,120.00 17.000 1,360 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9800 301,840.00 0.000 0 025 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 27,750.00 1,220.100 30,502 026 REMOVE CONCRETE(SIDEWALK AND CURB SQYD 37.0000 29,230.00 938.500 34,724 RAMP) 027 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 9,000.00 0.000 0 028 ROADWAY EXCAVATION CY 60.0000 43,200.00 0.000 0 029 STRUCTURE EXCAVATION (TYPE Z-2) CY 250.0000 84,000.00 54.640 13,660 (AERIALLY DEPOSITED LEAD) 030 ROCK BLANKET SQFT 15.0000 226,500.00 23,451.900 351,778 031 ALTERNATE TREATED BASE CY 370.0000 488,400.00 0.000 0 032 LEAN CONCRETE BASE RAPID SETTING CONCRET CY 550.0000 115,500.00 0.000 0 E(3/8") 033 REPLACE BASE CY 385.0000 173,250.00 0.000 0 034 BASE BOND BREAKER SQYD 0.7500 9,000.00 0.000 0 035 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 100.0000 8,500.00 0.000 0 036 RUBBERIZED HOT MIX ASPHALT, TON 98.0000 3,439,800.00 0.000 0 SUPERPAVE (GAP GRADED) 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.5000 12,350.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.5000 7,030.00 0.000 0 039 TACK COAT TON 640.0000 35,200.00 0.000 0 040 PRECAST JOINTED CONCRETE PAVEMENT CY 742.0000 3,272,220.00 0.000 0 041 JOINTED PLAIN CONCRETE PAVEMENT CY 645.0000 174,150.00 0.000 0 (RSC) 042 DOWEL BAR RETROFIT EA 31.5000 573,300.00 0.000 0 043 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 525.0000 52,500.00 0.000 0 044 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 1,028.0000 4,533,480.00 0.000 0 045 GRIND EXISTING CONCRETE SQYD 3.1000 1,119,100.00 159,114.000 493,253.40 296,123.000 917,981 PAVEMENT 046 AGGREGATE BASE (APPROACH SLAB) CY 550.0000 4,950.00 11.250 6,187 047 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,069.0000 612,537.00 490.000 523,810 (TYPE R) 048 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 102,000.00 0.000 0 (F) 049 PAVING NOTCH EXTENSION CF 90.0000 15,750.00 118.940 10,704 PROGRAM CAS145 PAGE 3 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295704 TIME 02:11 PM ESTIMATE NO. 017 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINT SEAL (MR 1/2") LF 22.0000 4,004.00 0.000 0 051 JOINT SEAL (MR 1") LF 25.0000 4,725.00 0.000 0 052 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.8000 223,520.00 0.000 0 053 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.5000 142,275.00 0.000 0 054 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 17.0000 10,370.00 0.000 0 055 FURNISH LAMINATED PANEL SIGN SQFT 18.0000 15,120.00 0.000 0 (2 1/2"-TYPE B) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,040.00 0.000 0 (0.063"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,600.00 0.000 0 (0.080"-UNFRAMED) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,700.00 0.000 0 (0.080"-FRAMED) 059 ROADSIDE SIGN - ONE POST EA 350.0000 2,100.00 0.000 0 060 ROADSIDE SIGN - TWO POST EA 1,600.0000 28,800.00 0.000 0 061 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,600.00 0.000 0 METHOD) 062 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 6.5000 218,400.00 0.000 0 063 DETECTABLE WARNING SURFACE SQFT 30.0000 41,100.00 1,305.500 39,165 064 MINOR CONCRETE(RETAINING CURB,SIDEWALK CY 1,000.0000 180,000.00 239.430 239,430 CURB RAMP,CURB AND GUTTER) 065 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 20,700.00 23.000 20,700 066 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 49,500.00 262.500 6,562.50 325.010 8,125 067 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 27.0000 144,180.00 887.500 23,962.50 887.500 23,962 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 100,800.00 201.000 14,070.00 201.000 14,070 069 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 38.0000 7,600.00 0.000 0 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 END CAP (TYPE A) EA 60.0000 240.00 1.000 60.00 1.000 60 072 END CAP (TYPE TC) EA 71.0000 2,059.00 0.000 0 073 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 8,250.00 1.000 750.00 1.000 750 074 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,080.0000 18,480.00 0.000 0 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,640.0000 36,960.00 3.000 7,920.00 7.000 18,480 076 CRASH CUSHION(SCI 100GM) EA 39,950.0000 79,900.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295704 TIME 02:11 PM ESTIMATE NO. 017 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER(TYPE 736B MOD) LF 260.0000 231,400.00 0.000 0 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 136,800.00 0.000 0 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 222,870.00 0.000 0 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 12,844.00 0.000 0 (BROKEN 12-3) 081 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 53,240.00 0.000 0 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 112,480.00 0.000 0 (BROKEN 36-12) 083 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 2,336.00 0.000 0 (BROKEN 17-7) 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 11,590.00 0.000 0 (BROKEN 36-12) 085 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1100 104,500.00 0.000 0 086 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 64,680.00 0.000 0 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 97,240.00 0.000 0 088 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 089 INDUCTIVE LOOP DETECTOR (EA) EA 434.0000 251,720.00 0.000 0 090 MODIFY CHANGEABLE MESSAGE SIGN LS 24,750.0000 24,750.00 0.000 0 091 SYSTEM TESTING AND DOCUMENTATION LS 6,000.0000 6,000.00 0.000 0 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 TRANSITION RAILING (TYPE WB-31) EA 3,400.0000 85,000.00 2.000 6,800.00 7.000 23,800 PROGRAM CAS145 PAGE 5 DATE 04/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295704 TIME 02:11 PM ESTIMATE NO. 017 BID OPENING 06/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 726,718.88 3,744,242.16 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,229.30 493,366.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 729,948.18 4,237,608.16 094 MOBILIZATION LS 225,000.0000 225,000.00 0.200 45,000.00 0.950 213,750 ORIGINAL CONTRACT AMOUNT 21,829,880.00 TOTAL WORK COMPLETED 774,948.18 4,451,358.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 774,948.18 4,451,358.16 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 08/06/14 350 00/00/00 00/00/00 02/17/17 205 130 0 0 20% 59% PROGRESS IS SATISFACTORY WANG, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/16