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 07/25/16 EST. NO. 015 TIME 02:19 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 07/25/16 EST. NO. 015 TIME 02:19 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 MISSING ANNUAL 4401 10,000.00 011 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1319 -10,000.00 003 MISSING FHWA 1391 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:19 PM ESTIMATE NO. 015 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 07/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/16 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 0.067 569.50 0.635 5,397 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 945,000.00 21.000 63,000.00 200.000 600,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.067 1,675.00 0.635 15,875 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.067 80,400.00 0.635 762,000 006 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 648.00 98.000 1,764 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 2.000 4,000 008 TEMPORARY RAILING (TYPE K) LF 50.0000 30,000.00 340.000 17,000.00 1,840.000 92,000 009 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.067 2,010.00 0.635 19,050 010 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 130,500.00 213.000 47,925 015 TEMPORARY GRAVEL BAG BERM LF 7.0000 403,900.00 3,430.000 24,010 016 STREET SWEEPING LS 85,000.0000 85,000.00 0.067 5,695.00 0.635 53,975 017 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.067 2,010.00 0.635 19,050 018 TREATED WOOD WASTE LB 0.0700 70,000.00 52,963.340 3,707.43 493,899.120 34,572 019 REMOVE GUARDRAIL LF 1.5000 165,000.00 5,794.750 8,692.13 53,952.750 80,929 020 REMOVE IRRIGATION FACILITY LS 4,500.0000 4,500.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 106,000.00 5,647.330 5,647 022 REMOVE CONCRETE PAVEMENT AND BASE CY 75.0000 1,597,500.00 3,930.110 294,758.25 12,048.490 903,636 PROGRAM CAS145 PAGE 2 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:19 PM ESTIMATE NO. 015 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 07/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 470 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 2,467,500.00 109,354.800 191,370.90 636,840.280 1,114,470 026 REMOVE CONCRETE CURB (CY) CY 100.0000 1,200.00 1.997 199.70 13.617 1,361 027 REMOVE CONCRETE BARRIER LF 50.0000 22,500.00 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 3.780 189.00 9.680 484 030 ROADWAY EXCAVATION (TYPE Z-2) CY 250.0000 40,000.00 85.760 21,440.00 203.710 50,927 (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 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:19 PM ESTIMATE NO. 015 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 07/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 10,400.00 76.100 24,732 051 ALTERNATIVE TREATED BASE CY 275.0000 1,534,500.00 1,879.700 516,917.50 5,583.238 1,535,390 052 REPLACE BASE CY 250.0000 1,080,000.00 0.000 0 053 BASE BOND BREAKER SQYD 2.0000 100,600.00 7,988.000 15,976.00 25,737.950 51,475 054 CRACK TREATMENT LNMI 2,200.0000 352,000.00 2.000 4,400.00 76.780 168,916 055 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 14,141.850 1,414,185.00 82,257.550 8,225,755 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 1,637.610 786,052.80 6,198.380 2,975,222 065 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 11.000 550.00 22.000 1,100 067 SPALL REPAIR (POLYESTER CONCRETE) SQYD 300.0000 447,000.00 214.250 64,275.00 1,266.130 379,839 068 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 3.000 3,000.00 40.200 40,200 (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 2,040,000.00 320.000 256,000.00 2,418.050 1,934,440 074 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 5,144.250 97,740.75 51,752.500 983,297 PROGRAM CAS145 PAGE 4 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:19 PM ESTIMATE NO. 015 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 07/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,646.160 931,692 078 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 100.0000 43,000.00 36.300 3,630.00 182.460 18,246 (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 7.000 13,195.00 22.000 41,470 081 END CAP (TYPE A) EA 225.0000 14,400.00 2.000 450.00 29.000 6,525 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 375.0000 52,500.00 8.000 3,000.00 47.000 17,625 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,855.0000 150,255.00 1.000 1,855.00 20.000 37,100 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,545.0000 111,240.00 10.000 15,450.00 28.000 43,260 085 CONCRETE BARRIER (TYPE 60) LF 150.0000 88,500.00 46.500 6,975 086 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 99.000 14,850.00 112.330 16,849 (F) 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 107,000.00 107,801.000 21,560.20 107,801.000 21,560 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 27,350.00 8,431.000 4,215.50 8,431.000 4,215 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 17,640.00 14,534.000 5,813.60 14,534.000 5,813 (BROKEN 12-3) 091 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 18,820.00 5,501.000 11,002.00 5,501.000 11,002 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 104,400.00 162,185.000 19,462.20 162,185.000 19,462 (BROKEN 36-12) 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 1,716.00 878.520 105.42 878.520 105 (BROKEN 17-7) 094 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 73,000.00 9,673.000 9,673.00 17,361.000 17,361 095 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 60,600.00 3,370.000 6,740.00 6,631.000 13,262 096 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 -489.280 -36,696.00 2,550.000 191,250 PROGRAM CAS145 PAGE 5 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 02:19 PM ESTIMATE NO. 015 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 07/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,956,519.88 21,576,290.31 ADJUSTMENT OF COMPENSATION 0.00 814,101.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,956,519.88 22,390,391.31 103 MOBILIZATION LS 4,400,285.5000 4,400,285.50 0.950 4,180,271 ORIGINAL CONTRACT AMOUNT 53,645,672.00 TOTAL WORK COMPLETED 3,956,519.88 26,570,662.54 MATERIALS ON HAND ON SITE 2,508,948.36 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,956,519.88 29,079,610.90 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 08/17/16 183 102 0 0 50% 58% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/16