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 08/24/16 EST. NO. 021 TIME 11:08 AM R.E. NAME: IZADPANAH, MOE 07-295504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0003 7,068.19 A.C. @ L.S.(+) 072116 N 03 0 7,068.19 TOTAL THIS ESTIMATE 268,080.30 TOTAL PREVIOUS ESTIMATE 275,148.49 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 08/24/16 EST. NO. 021 TIME 11:08 AM R.E. NAME: IZADPANAH, MOE 07-295504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LTE LANE CLSRE PICUP -55,700.00 007 LATE CLOSURE PICKUP -15,600.00 009 LTE LANE CLSRE PICKU 55,700.00 012 LTE LANE CLSRE PICKU -51,700.00 012 0.00 -67,300.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 021 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING JUNE CPR'S -5,000.00 006 MISSING JUNE CPR'S 5,000.00 007 NOD LETTER 4/19/2016 -10,000.00 017 0.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -87,300.00 PROGRAM CAS145 PAGE 1 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295504 TIME 11:08 AM ESTIMATE NO. 021 BID OPENING 08/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 08/24/16 LOCATION RERUN PROGRESS ESTIMATE 07-LA-101-1.8/8.4 ----------------------- OHL USA, INC. IN LA CITY ON US-101 BETWEEN JCT110 1920 MAIN STREET SUITE 310 STREET UP TO PILGRIMAGE OC IRVINE CA 92614 FED. AID NO. NHP-Q101(250)E ROADSIDE SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.050 375.00 0.940 7,050 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.020 220.00 0.945 10,395 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,900.0000 580,000.00 4.000 11,600.00 189.000 548,100 004 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.050 2,000.00 0.670 26,800 005 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.020 9,000.00 0.950 427,500 006 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.010 400.00 0.970 38,800 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 7,500.0000 7,500.00 0.020 150.00 0.940 7,050 008 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 19,500.00 20.000 13,000 009 TEMPORARY CONCRETE WASHOUT LS 17,000.0000 17,000.00 0.020 340.00 0.960 16,320 010 TREATED WOOD WASTE LB 0.2300 3,496.00 2,792.000 642.16 2,792.000 642 011 REMOVE CHAIN LINK FENCE LF 39.7300 1,191.90 20.000 794 012 ADJUST PEDESTRIAN BARRICADE EA 514.0000 1,028.00 2.000 1,028.00 2.000 1,028 013 REMOVE GUARDRAIL LF 9.0000 7,830.00 375.000 3,375.00 762.500 6,862 014 REMOVE IRRIGATION FACILITY LS 3,300.0000 3,300.00 0.600 1,980 015 REMOVE PAVEMENT MARKER EA 0.5500 12,045.00 20,805.000 11,442 016 REMOVE ROADSIDE SIGN (WOOD POST) EA 77.2000 3,319.60 40.850 3,153 017 REMOVE ROADSIDE SIGN EA 36.0000 108.00 3.000 108 (STRAP AND SADDLE BRACKET METHOD) 018 REMOVE ASPHALT CONCRETE DIKE LF 5.1500 3,862.50 0.000 0 019 REMOVE CONCRETE PAVEMENT AND BASE CY 123.0000 1,845,000.00 15,428.510 1,897,706 020 REMOVE ROCK BLANKET CY 715.0000 2,860.00 3.610 2,581 021 RELOCATE ROADSIDE SIGN EA 425.0000 2,125.00 5.000 2,125 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4000 601,800.00 126,940.000 431,596 PROGRAM CAS145 PAGE 2 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295504 TIME 11:08 AM ESTIMATE NO. 021 BID OPENING 08/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE CURB (LF) LF 3.5000 805.00 33.500 117.25 230.000 805 024 REMOVE CONCRETE BARRIER LF 145.0000 870.00 6.000 870.00 6.000 870 025 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 130.0000 28,600.00 207.690 26,999 026 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.100 5,000.00 0.900 45,000 027 ROADWAY EXCAVATION CY 475.0000 5,225.00 1.500 712.50 11.000 5,225 028 ROCK BLANKET SQFT 34.0000 14,620.00 0.000 0 029 WOOD MULCH CY 36.0000 392,400.00 2,030.000 73,080.00 3,133.000 112,788 030 CHECK AND TEST EXISTING IRRIGATION LS 5,150.0000 5,150.00 1.000 5,150 FACILITIES 031 CONTROL AND NEUTRAL CONDUCTORS LS 25,750.0000 25,750.00 0.000 0 032 3/4" REMOTE CONTROL VALVE EA 360.0000 1,800.00 0.000 0 033 1" REMOTE CONTROL VALVE EA 412.0000 824.00 0.000 0 034 1 1/4" REMOTE CONTROL VALVE EA 257.0000 2,313.00 0.000 0 035 1 1/2" REMOTE CONTROL VALVE EA 515.0000 2,060.00 0.000 0 036 BACKFLOW PREVENTER ENCLOSURE EA 2,317.0000 6,951.00 0.000 0 037 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 41.0000 2,255.00 0.000 0 038 1 1/4" GATE VALVE EA 360.0000 720.00 0.000 0 039 2" GATE VALVE EA 360.0000 360.00 0.000 0 040 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 4,075.00 0.000 0 (F) LINE) 041 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 4,260.00 0.000 0 (F) LINE) 042 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 5,425.00 0.000 0 (F) (SUPPLY LINE) 043 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 1,280.00 0.000 0 (F) (SUPPLY LINE) 044 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 6,550.00 0.000 0 (F) (SUPPLY LINE) 045 8" PLASTIC PIPE (SCHEDULE 40) LF 75.0000 4,500.00 60.000 4,500 (F) (SUPPLY LINE) 046 1 1/2" PRESSURE RELIEF VALVE EA 1,030.0000 1,030.00 0.000 0 047 LEAN CONCRETE BASE-CONCRETE SLURRY CY 569.0000 54,624.00 96.000 54,624 048 ALTERNATE TREATED BASE CY 320.0000 1,600,000.00 5,185.570 1,659,382 049 REPLACE BASE CY 170.0000 7,310.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295504 TIME 11:08 AM ESTIMATE NO. 021 BID OPENING 08/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BASE BOND BREAKER SQYD 2.1500 80,625.00 0.000 0 051 PREPAVING INERTIAL PROFILER LS 5,500.0000 5,500.00 1.000 5,500 052 REPLACE ASPHALT CONCRETE SURFACING CY 469.0000 37,989.00 0.000 0 053 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 105.0000 4,620.00 0.000 0 054 RUBBERIZED HOT MIX ASPHALT, TON 116.0000 2,633,200.00 17,611.140 2,042,892 SUPERPAVE (GAP GRADED) 055 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 217.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.0000 5,110.00 0.000 0 057 PRECAST JOINTED CONCRETE PAVEMENT CY 514.0000 5,140,000.00 1,414.000 726,796.00 9,414.000 4,838,796 058 DOWEL BAR RETROFIT (JOINT) EA 41.0000 177,120.00 4,320.000 177,120 059 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 600.0000 15,000.00 25.000 15,000 060 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 580.0000 783,000.00 1,350.000 783,000 061 GRIND EXISTING CONCRETE SQYD 3.8500 1,178,100.00 291,402.000 1,121,897 PAVEMENT 062 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 3,500.00 15.230 7,615 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.0000 55,380.00 65.660 51,214 (TYPE R) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 1,060.0000 28,620.00 7.400 7,844.00 27.000 28,620 (F) 065 CLEAN EXPANSION JOINT LF 55.0000 2,145.00 0.000 0 066 JOINT SEAL (MR 1") LF 122.0000 4,270.00 0.000 0 067 JOINT SEAL (MR 1 1/2") LF 75.0000 4,725.00 0.000 0 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.3000 5,577.00 370.500 5,298 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3000 4,564.00 266.000 4,335 (0.080"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3000 733.50 42.750 696 (0.063"-FRAMED) 071 ROADSIDE SIGN - ONE POST EA 293.0000 17,287.00 56.050 16,422 072 ROADSIDE SIGN - TWO POST EA 422.0000 844.00 2.000 844 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 97.0000 291.00 3.000 291 METHOD) 074 SLOPE PAVING (CONCRETE) CY 615.0000 67,650.00 45.200 27,798 075 MINOR CONCRETE (CURB) (LF) LF 54.0000 8,100.00 143.500 7,749 076 MINOR CONCRETE (TEXTURED PAVING) CY 477.0000 496,080.00 935.950 446,448 PROGRAM CAS145 PAGE 4 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295504 TIME 11:08 AM ESTIMATE NO. 021 BID OPENING 08/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (CURB, SIDEWALK AND CY 527.0000 115,940.00 212.820 112,156 CURB RAMP) 078 CURB RAMP DETECTABLE WARNING SURFACE SQFT 31.0000 39,680.00 1,230.550 38,147 079 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 27,500.00 54.000 27,000 080 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 43,650.00 1,020.000 15,300 081 4' CHAIN LINK GATE (TYPE CL-6) EA 1,150.0000 2,300.00 0.000 0 082 GUARD RAILING DELINEATOR EA 51.0000 1,224.00 0.000 0 083 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.0000 9,240.00 131.250 3,675.00 368.750 10,325 084 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 41.0000 9,020.00 212.500 8,712.50 212.500 8,712 085 VEGETATION CONTROL (MINOR CONCRETE) SQYD 67.0000 20,100.00 70.000 4,690.00 70.000 4,690 086 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 35,000.00 1.000 3,500.00 6.000 21,000 087 END ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 1,530.00 1.000 765.00 1.000 765 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,410.0000 20,460.00 1.000 3,410.00 4.000 13,640 089 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 10,400.00 1.000 2,600.00 1.000 2,600 090 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 60,600.00 6,542.000 1,962.60 76,762.000 23,028 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 8,085.00 655.000 504.35 11,155.000 8,589 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 5,913.60 2,036.000 1,567.72 2,036.000 1,567 (BROKEN 12-3) 093 THERMOPLASTIC PAVEMENT MARKING SQFT 4.4200 34,873.80 7,890.000 34,873 094 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 51,220.00 0.000 0 (BROKEN 36-12) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 2,470.00 1,219.000 316.94 10,719.000 2,786 (BROKEN 17-7) 096 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3300 21,945.00 0.000 0 097 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6500 19,477.50 35.000 92.75 1,622.000 4,298 098 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,550.0000 1,550.00 1.000 1,550 SYSTEM ELEMENTS DURING CONSTRUCTION 099 INDUCTIVE LOOP DETECTOR(REPLACEMENT) LS 170,000.0000 170,000.00 0.100 17,000.00 0.900 153,000 PROGRAM CAS145 PAGE 5 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295504 TIME 11:08 AM ESTIMATE NO. 021 BID OPENING 08/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: IZADPANAH, MOE DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 892,346.77 15,435,949.33 ADJUSTMENT OF COMPENSATION 7,068.19 63,613.70 EXTRA WORK 0.00 211,534.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 899,414.96 15,711,097.82 100 MOBILIZATION LS 1,900,000.0000 1,900,000.00 1.000 1,900,000 ORIGINAL CONTRACT AMOUNT 19,262,649.40 TOTAL WORK COMPLETED 899,414.96 17,611,097.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -87,300.00 TOTAL 889,414.96 17,523,797.82 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 09/30/14 200 01/26/15 12/29/14 11/25/16 234 177 90 0 87% 81% PROGRESS IS SATISFACTORY IZADPANAH, MOE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/16