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 01/26/16 EST. NO. 009 TIME 02:58 PM R.E. NAME: EID, EMILE 07-294704 --------------------------------------------------------------------------- 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 01/26/16 EST. NO. 009 TIME 02:58 PM R.E. NAME: EID, EMILE 07-294704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING ANNUAL 4401 -10,000.00 009 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1319 -10,000.00 003 MISSING FHWA 1391 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:58 PM ESTIMATE NO. 009 BID OPENING 08/21/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 01/26/16 LOCATION PROGRESS ESTIMATE 07-LA-101-11.8/35.3 ----------------- MYERS AND SONS CONSTRUCTION, IN LA COUNTY FROM JUNCTION 170 TO LP VIRGENES CANYON ROAD 4600 NORTHGATE BLVD SACRAMENTO CA 95834 FED. AID NO. NHP-Q101(247)E SLAB REPLACEMENT/COLDPLANE AC O/L ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,500.0000 8,500.00 0.660 5,610 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 945,000.00 111.000 333,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.350 8,750 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.373 447,600 006 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 648.00 10.000 180.00 98.000 1,764 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 2.000 4,000.00 2.000 4,000 008 TEMPORARY RAILING (TYPE K) LF 50.0000 30,000.00 100.000 5,000.00 100.000 5,000 009 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.361 10,830 010 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 5,400.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 014 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 130,500.00 75.000 16,875.00 213.000 47,925 015 TEMPORARY GRAVEL BAG BERM LF 7.0000 403,900.00 1,420.000 9,940.00 3,243.000 22,701 016 STREET SWEEPING LS 85,000.0000 85,000.00 0.355 30,175 017 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.355 10,650 018 TREATED WOOD WASTE LB 0.0700 70,000.00 22,104.960 1,547.35 44,676.460 3,127 019 REMOVE GUARDRAIL LF 1.5000 165,000.00 2,285.000 3,427.50 4,888.000 7,332 020 REMOVE IRRIGATION FACILITY LS 4,500.0000 4,500.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 106,000.00 4,816.000 4,816 022 REMOVE CONCRETE PAVEMENT AND BASE CY 75.0000 1,597,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:58 PM ESTIMATE NO. 009 BID OPENING 08/21/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 01/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET CRASH CUSHION EA 300.0000 300.00 0.000 0 024 RELOCATE ROADSIDE SIGN-ONE POST EA 235.0000 470.00 0.000 0 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 2,467,500.00 365,292.470 639,261 026 REMOVE CONCRETE CURB (CY) CY 100.0000 1,200.00 0.000 0 027 REMOVE CONCRETE BARRIER LF 50.0000 22,500.00 52.000 2,600.00 52.000 2,600 028 REMOVE CONCRETE CY 100.0000 5,700.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 029 ROADWAY EXCAVATION CY 50.0000 3,500.00 3.500 175.00 5.900 295 030 ROADWAY EXCAVATION (TYPE Z-2) CY 250.0000 40,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 031 CHECK AND TEST EXISTING IRRIGATION LS 10,000.0000 10,000.00 0.000 0 FACILITIES 032 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 033 1 1/4" REMOTE CONTROL VALVE EA 390.0000 390.00 0.000 0 034 1 1/2" REMOTE CONTROL VALVE EA 370.0000 370.00 0.000 0 035 TREE WELL SPRINKLER ASSEMBLY EA 70.0000 700.00 0.000 0 036 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 720.00 0.000 0 037 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 95.0000 760.00 0.000 0 038 DRIP VALVE ASSEMBLY EA 400.0000 400.00 0.000 0 039 1 1/2" GATE VALVE EA 350.0000 350.00 0.000 0 040 2" GATE VALVE EA 460.0000 460.00 0.000 0 041 2 1/2" GATE VALVE EA 725.0000 725.00 0.000 0 042 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 1,700.00 0.000 0 (F) LINE) 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.2500 1,875.00 0.000 0 (F) LINE) 044 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 750.00 0.000 0 (F) (SUPPLY LINE) 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.7500 1,050.00 0.000 0 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 2,700.00 0.000 0 (F) (SUPPLY LINE) 047 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 1,680.00 0.000 0 (F) (SUPPLY LINE) 048 6" PLASTIC PIPE (SCHEDULE 40) LF 400.0000 4,000.00 0.000 0 (F) (SUPPLY LINE) 049 8" PLASTIC PIPE (SCHEDULE 40) LF 350.0000 9,800.00 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 01/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:58 PM ESTIMATE NO. 009 BID OPENING 08/21/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 01/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BASE CY 325.0000 35,750.00 0.000 0 051 ALTERNATIVE TREATED BASE CY 275.0000 1,534,500.00 0.000 0 052 REPLACE BASE CY 250.0000 1,080,000.00 0.000 0 053 BASE BOND BREAKER SQYD 2.0000 100,600.00 0.000 0 054 CRACK TREATMENT LNMI 2,200.0000 352,000.00 42.010 92,422 055 PREPAVING INERTIAL PROFILER LS 7,500.0000 7,500.00 0.800 6,000 056 REPLACE ASPHALT CONCRETE SURFACING CY 285.0000 131,100.00 0.000 0 057 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 65.0000 135,850.00 0.000 0 058 RUBBERIZED HOT MIX ASPHALT, TON 100.0000 19,100,000.00 46,968.540 4,696,854 SUPERPAVE (GAP GRADED) 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7500 73,150.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 11,147.50 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7500 1,277.50 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 8,907.50 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7500 90,650.00 0.000 0 064 PRECAST JOINTED CONCRETE PAVEMENT CY 480.0000 8,496,000.00 0.000 0 065 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 785.0000 2,551,250.00 0.000 0 066 DOWEL BAR RETROFIT (JOINT) EA 50.0000 700,000.00 0.000 0 067 SPALL REPAIR (POLYESTER CONCRETE) SQYD 300.0000 447,000.00 0.000 0 068 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 3.5000 60,550.00 0.000 0 069 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 76,000.00 0.600 600.00 2.400 2,400 (F) 070 MINOR CONCRETE (CURB) (CY) CY 1,450.0000 5,800.00 0.000 0 071 DETECTABLE WARNING SURFACE SQFT 40.0000 12,400.00 0.000 0 072 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 900.0000 48,600.00 0.000 0 AND DRIVEWAY) 073 MINOR CONCRETE (TEXTURED PAVING) CY 800.0000 2,040,000.00 0.000 0 074 PRE/POST CONSTRUCTION SURVEYS EA 650.0000 10,400.00 0.000 0 075 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 0.000 0 076 MIDWEST GUARDRAIL SYSTEM LF 19.0000 2,090,000.00 2,283.000 43,377.00 4,886.000 92,834 PROGRAM CAS145 PAGE 4 DATE 01/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:58 PM ESTIMATE NO. 009 BID OPENING 08/21/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 01/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 768,000.00 0.000 0 078 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 100.0000 43,000.00 12.660 1,266 (F) 079 CABLE RAILING LF 22.5000 7,875.00 0.000 0 080 TRANSITION RAILING (TYPE WB-31) EA 1,885.0000 162,110.00 0.000 0 081 END CAP (TYPE A) EA 225.0000 14,400.00 3.000 675.00 8.000 1,800 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 375.0000 52,500.00 7.000 2,625 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,855.0000 150,255.00 -2.000 -3,710.00 0.000 0 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,545.0000 111,240.00 2.000 3,090.00 2.000 3,090 085 CONCRETE BARRIER (TYPE 60) LF 150.0000 88,500.00 0.000 0 086 CONCRETE BARRIER (TYPE 60D) LF 350.0000 2,450.00 0.000 0 087 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 150.0000 12,300.00 6.330 949 (F) 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 107,000.00 0.000 0 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 27,350.00 0.000 0 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 17,640.00 0.000 0 (BROKEN 12-3) 091 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 18,820.00 0.000 0 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 104,400.00 0.000 0 (BROKEN 36-12) 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 1,716.00 0.000 0 (BROKEN 17-7) 094 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 73,000.00 7,688.000 7,688 095 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 60,600.00 3,261.000 6,522 096 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 097 INDUCTIVE LOOP DETECTOR (REPLACEMTENT) LS 475,000.0000 475,000.00 0.000 0 098 MODIFY CHANGEABLE MESSAGE SIGN LS 55,000.0000 55,000.00 0.000 0 099 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 40,000.0000 40,000.00 0.000 0 STATION 100 SYSTEM TESTING AND DOCUMENTATION LS 5,500.0000 5,500.00 0.000 0 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 CLASS 3 AGGREGATE BASE (CY) CY 75.0000 191,250.00 41.280 3,096.00 189.280 14,196 PROGRAM CAS145 PAGE 5 DATE 01/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:58 PM ESTIMATE NO. 009 BID OPENING 08/21/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 01/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 90,872.85 6,520,083.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,872.85 6,520,083.67 103 MOBILIZATION LS 4,400,285.5000 4,400,285.50 0.750 3,300,214 ORIGINAL CONTRACT AMOUNT 53,645,672.00 TOTAL WORK COMPLETED 90,872.85 9,820,297.80 MATERIALS ON HAND ON SITE 996,983.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 80,872.85 10,807,281.14 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 12/10/14 315 05/15/15 00/00/00 08/17/16 112 102 0 0 19% 36% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/16