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 02:13 PM R.E. NAME: DAVIS, DARCY 08-0N56U4 --------------------------------------------------------------------------- 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 06/22/15 EST. NO. 002 TIME 02:13 PM R.E. NAME: DAVIS, DARCY 08-0N56U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 091 -19,196.61 001 0.00 -19,196.61 TOTAL DEDUCTIONS 0.00 -19,196.61 PROGRAM CAS145 PAGE 1 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0N56U4 TIME 02:13 PM ESTIMATE NO. 002 BID OPENING 12/18/14 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: DAVIS, DARCY DATE OF THIS ESTIMATE 06/22/15 LOCATION PROGRESS ESTIMATE 08-SBD-40-R94.7/R99.7 ----------------- OHL USA, INC. NR ESSEX AT HALLER WASH BRIDGE 1920 MAIN ST. SUITE 310 #54-0891 LT & RT, ROJO WASH BR IRVINE CA 92614 54-0894 LT & RT & CLIPPER VALLEY WASH BR 54-0895 LT & RT FED. AID NO. NHPI-040 -2(62)95E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 875.0000 875.00 1.000 875 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 1,000,000.00 18.000 36,000.00 51.000 102,000 003 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.033 1,485.00 0.713 32,085 004 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.033 2,475.00 0.066 4,950 005 TYPE III BARRICADE EA 50.0000 2,850.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 3,030.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 64,800.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 46,400.00 0.000 0 009 LIGHTING (TEMPORARY) LS 450,000.0000 450,000.00 0.000 0 010 TEMPORARY PAVEMENT MARKER EA 3.0000 11,730.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 70,000.00 1.000 10,000.00 1.000 10,000 012 TEMPORARY RAILING (TYPE K) LF 16.0000 111,040.00 0.000 0 013 TEMPORARY CRASH CUSHION MODULE EA 245.0000 34,300.00 0.000 0 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.033 825.00 0.066 1,650 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.150 225.00 0.900 1,350 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 017 TEMPORARY FIBER ROLL LF 3.5000 17,115.00 0.000 0 018 TEMPORARY GRAVEL BAG BERM LF 5.2500 34,125.00 0.000 0 019 TEMPORARY SILT FENCE LF 5.7500 18,400.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 28,000.00 0.000 0 021 TEMPORARY CONSTRUCTION ROADWAY CY 120.0000 90,000.00 0.000 0 022 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0N56U4 TIME 02:13 PM ESTIMATE NO. 002 BID OPENING 12/18/14 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: DAVIS, DARCY 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 ASBESTOS COMPLIANCE PLAN LS 1,250.0000 1,250.00 0.500 625.00 0.500 625 024 TREATED WOOD WASTE LB 0.2500 13,100.00 0.000 0 025 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 0.033 1,650.00 0.433 21,650 026 REMOVE GUARDRAIL LF 5.5000 11,000.00 0.000 0 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 26,005.00 0.000 0 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 120.00 0.000 0 029 REMOVE PAVEMENT MARKER EA 1.0000 4,140.00 0.000 0 030 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 520.00 0.000 0 031 SALVAGE METAL BRIDGE RAILING LF 2.6000 10,862.80 0.000 0 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 178,650.00 0.000 0 033 REMOVE CONCRETED ROCK SLOPE PROTECTION CY 40.0000 211,600.00 0.000 0 034 BRIDGE REMOVAL, LOCATION A LS 80,000.0000 80,000.00 0.000 0 035 BRIDGE REMOVAL, LOCATION B LS 130,000.0000 130,000.00 0.000 0 036 BRIDGE REMOVAL, LOCATION C LS 490,000.0000 490,000.00 0.000 0 037 CLEARING AND GRUBBING (LS) LS 42,000.0000 42,000.00 0.650 27,300 038 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.250 12,500 039 ROADWAY EXCAVATION CY 20.0000 758,000.00 0.000 0 040 SHOULDER BACKING TON 95.0000 35,150.00 0.000 0 041 STRUCTURE EXCAVATION (BRIDGE) CY 30.0000 218,070.00 0.000 0 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 99,420.00 0.000 0 (F) 043 IMPORTED BORROW (CY) CY 4.0000 111,200.00 4,418.000 17,672.00 4,418.000 17,672 044 DUFF ACRE 1,500.0000 27,000.00 0.000 0 045 HYDROSEED SQFT 0.1500 117,300.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 41.0000 340,300.00 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 124.0000 2,765,200.00 0.000 0 048 SHOULDER RUMBLE STRIP STA 51.5000 20,600.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 13.5000 1,336.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0N56U4 TIME 02:13 PM ESTIMATE NO. 002 BID OPENING 12/18/14 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: DAVIS, DARCY 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 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 13.5000 3,037.50 0.000 0 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 TACK COAT TON 900.0000 10,800.00 0.000 0 053 PRESTRESSING PRECAST GIRDER LS 120,000.0000 120,000.00 0.000 0 054 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 484,400.00 0.000 0 (F) 055 STRUCTURAL CONCRETE, BRIDGE CY 521.0000 2,447,658.00 0.000 0 (F) 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 477,000.00 0.000 0 (F) (TYPE N) 057 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 25,000.0000 500,000.00 0.000 0 GIRDER (60'-70') 058 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 26,700.0000 534,000.00 0.000 0 GIRDER (70'-80') 059 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 36,300.0000 1,815,000.00 0.000 0 GIRDER (90'-100') 060 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,000.0000 480,000.00 0.000 0 BULB-TEE GIRDER (110'-120') 061 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 750.0000 67,500.00 0.000 0 (F) GIRDER 062 ERECT PRECAST PRESTRESSED CONCRETE BULB- EA 5,000.0000 60,000.00 0.000 0 (F) TEE GRIDER 063 JOINT SEAL (MR 1/2") LF 21.0000 3,780.00 0.000 0 064 JOINT SEAL (MR 1 1/2") LF 57.0000 19,836.00 0.000 0 065 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 230.0000 32,200.00 0.000 0 066 JOINT SEAL ASSEMBLY (MR 4") LF 230.0000 32,200.00 0.000 0 067 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 1,793,726.25 0.000 0 (F) 068 HEADED BAR REINFORCEMENT EA 11.0000 17,600.00 0.000 0 (F) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.7500 695.25 0.000 0 (0.063"-UNFRAMED) 070 ROADSIDE SIGN - ONE POST EA 515.0000 3,090.00 0.000 0 071 15" TEMPORARY CULVERT LF 50.0000 7,500.00 0.000 0 072 30" TEMPORARY CULVERT LF 56.0000 35,280.00 312.000 17,472.00 312.000 17,472 073 36" TEMPORARY CULVERT LF 64.0000 64,640.00 0.000 0 074 42" TEMPORARY CULVERT LF 69.0000 11,040.00 0.000 0 075 ALTERNATIVE FLARED END SECTION EA 950.0000 950.00 0.000 0 076 CONCRETED-ROCK SLOPE PROTECTION CY 95.0000 502,170.00 0.000 0 (F) (1/2 T, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0N56U4 TIME 02:13 PM ESTIMATE NO. 002 BID OPENING 12/18/14 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: DAVIS, DARCY 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 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 10,480.00 0.000 0 078 MISCELLANEOUS METAL (BRIDGE) LB 6.0000 134,952.00 0.000 0 (F) 079 TEMPORARY FENCE(TYPE DESERT TORTOISE) LF 7.0000 238,000.00 24,599.680 172,197 080 OBJECT MARKER EA 50.0000 900.00 0.000 0 081 MIDWEST GUARDRAIL SYSTEM LF 33.0000 81,510.00 0.000 0 082 TRANSITION RAILING (TYPE WB-31) EA 3,400.0000 44,200.00 0.000 0 083 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 48,100.00 0.000 0 084 CONCRETE BARRIER (TYPE 736) LF 96.0000 419,136.00 0.000 0 (F) 085 THERMOPLASTIC PAVEMENT MARKING SQFT 10.2500 615.00 0.000 0 086 THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 25,636.00 0.000 0 (SPRAYABLE) 087 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 3,437.50 0.000 0 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 4,309.00 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 PRIME COAT TON 1,800.0000 43,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0N56U4 TIME 02:13 PM ESTIMATE NO. 002 BID OPENING 12/18/14 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: DAVIS, DARCY 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 88,429.00 422,326.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 88,429.00 422,326.76 091 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.500 1,050,000 ORIGINAL CONTRACT AMOUNT 20,616,067.80 TOTAL WORK COMPLETED 88,429.00 1,472,326.76 MATERIALS ON HAND ON SITE 511,767.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -19,196.61 TOTAL 88,429.00 1,964,897.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 091 MOBILIZATION 2,061,606.78 2,100,000.00 38,393.22 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 02/10/15 500 04/06/15 04/06/15 04/07/17 51 0 0 0 7% 10% PROGRESS IS SATISFACTORY DAVIS, DARCY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/15