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 10/25/16 EST. NO. 019 TIME 11:05 AM 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 --------------------------------------------------------------------------- 005 0001 3,301.69 E.W. @ F.A.(+) 030316 N 0009.0 0002 4,508.06 041416 N 0010.0 006 0002 20,574.40 E.W. @ U.P (+) 101916 N 6.2 0 008 0006 117,347.00 A.C. @ L.S.(+) 101916 N 6 0 145,731.15 TOTAL THIS ESTIMATE 1,902,904.62 TOTAL PREVIOUS ESTIMATE 2,048,635.77 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 10/25/16 EST. NO. 019 TIME 11:05 AM 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 EEO REPORTS -20,000.00 016 EEO REPORTS 20,000.00 017 LATE OPEN 9/20,21,23 -26,400.00 019 -26,400.00 -26,400.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1319 -10,000.00 003 MISSING FHWA 1391 10,000.00 004 0.00 0.00 TOTAL DEDUCTIONS -26,400.00 -26,400.00 PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 11:05 AM ESTIMATE NO. 019 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 10/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/25/16 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 0.051 433.50 0.816 6,936 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 945,000.00 16.000 48,000.00 257.000 771,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.051 1,275.00 0.816 20,400 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.051 61,200.00 0.816 979,200 006 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 2,340.000 117,000 009 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.051 1,530.00 0.816 24,480 010 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 0.051 4,335.00 0.816 69,360 017 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.051 1,530.00 0.816 24,480 018 TREATED WOOD WASTE LB 0.0700 70,000.00 74,613.500 5,222.95 714,827.920 50,037 019 REMOVE GUARDRAIL LF 1.5000 165,000.00 8,170.100 12,255.15 77,968.850 116,953 020 REMOVE IRRIGATION FACILITY LS 4,500.0000 4,500.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 106,000.00 15,683.000 15,683.00 38,295.330 38,295 022 REMOVE CONCRETE PAVEMENT AND BASE CY 75.0000 1,597,500.00 2,038.040 152,853.00 21,009.200 1,575,690 PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 11:05 AM ESTIMATE NO. 019 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 10/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,467,500.00 133,974.280 234,454.99 1,003,203.660 1,755,606 026 REMOVE CONCRETE CURB (CY) CY 100.0000 1,200.00 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 9.680 484 030 ROADWAY EXCAVATION (TYPE Z-2) CY 250.0000 40,000.00 160.000 40,000 (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 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 11:05 AM ESTIMATE NO. 019 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 10/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 2,275.00 110.000 35,750 051 ALTERNATIVE TREATED BASE CY 275.0000 1,534,500.00 1,671.722 459,723.55 11,092.830 3,050,528 052 REPLACE BASE CY 250.0000 1,080,000.00 0.000 0 053 BASE BOND BREAKER SQYD 2.0000 100,600.00 5,829.640 11,659.28 47,148.320 94,296 054 CRACK TREATMENT LNMI 2,200.0000 352,000.00 16.566 36,445.20 113.366 249,405 055 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 13,244.290 1,324,429.00 125,543.730 12,554,373 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 8,496,000.00 779.430 374,126.40 10,973.700 5,267,376 065 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 785.0000 2,551,250.00 1,053.560 827,044.60 1,117.970 877,606 066 DOWEL BAR RETROFIT (JOINT) EA 50.0000 700,000.00 359.000 17,950.00 441.000 22,050 067 SPALL REPAIR (POLYESTER CONCRETE) SQYD 300.0000 447,000.00 2.770 831.00 1,268.900 380,670 068 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 1.800 1,800.00 69.600 69,600 (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 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 7,514.500 142,775.50 73,685.000 1,400,015 PROGRAM CAS145 PAGE 4 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 11:05 AM ESTIMATE NO. 019 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 10/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 61.250 6,125.00 369.710 36,971 (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 6.000 11,310.00 34.000 64,090 081 END CAP (TYPE A) EA 225.0000 14,400.00 4.000 900.00 36.000 8,100 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 375.0000 52,500.00 5.000 1,875.00 56.000 21,000 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,855.0000 150,255.00 0.000 0 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,545.0000 111,240.00 1.000 1,545.00 35.000 54,075 085 CONCRETE BARRIER (TYPE 60) LF 150.0000 88,500.00 110.000 16,500.00 248.500 37,275 086 CONCRETE BARRIER (TYPE 60D) LF 350.0000 2,450.00 0.000 0 087 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 150.0000 12,300.00 102.500 15,375 (F) 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 107,000.00 107,801.000 21,560 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 27,350.00 8,431.000 4,215 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 17,640.00 14,534.000 5,813 (BROKEN 12-3) 091 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 18,820.00 5,501.000 11,002 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 104,400.00 162,185.000 19,462 (BROKEN 36-12) 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 1,716.00 878.520 105 (BROKEN 17-7) 094 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 73,000.00 17,361.000 17,361 095 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 60,600.00 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 3,039.280 227,946 PROGRAM CAS145 PAGE 5 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294704 TIME 11:05 AM ESTIMATE NO. 019 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 10/20/16 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,776,087.12 33,109,470.93 ADJUSTMENT OF COMPENSATION 117,347.00 1,652,147.28 EXTRA WORK 28,384.15 396,488.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,921,818.27 35,158,106.70 103 MOBILIZATION LS 4,400,285.5000 4,400,285.50 1.000 4,400,285 ORIGINAL CONTRACT AMOUNT 53,645,672.00 TOTAL WORK COMPLETED 3,921,818.27 39,558,392.20 MATERIALS ON HAND ON SITE 883,404.01 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -26,400.00 -26,400.00 TOTAL 3,895,418.27 40,415,396.21 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 01/20/17 257 102 0 0 72% 82% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16